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2017 Vol. 36, No. 6

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Study on the developing model of karst collapse
JIANG Fuwei
2017, 36(6): 759-763. doi: 10.11932/karst2017y37
Abstract:
Karst collapse is a common geological disaster in karst area of China. Currently, the mechanisms of karst collapse development are mainly based on mechanical analysis. In this paper, the mechanisms of karst collapse development is studied based on the developing process of karst collapse. Two conclusions are obtained as follows,(1)According to the aquifer conditions, soils are divided into three types, the unsaturated soil in the aeration zone, the saturated soil in the unconfined aquifer and the pressurebearing soil in the confined aquifer;(2) On the basis of the interaction between groundwater and soils, three models of karst collapse are established as the disintegration model in the aeration zone, the seepage erosion model in the unconfined aquifer, and the hydraulic fissure model in the confine aquifer.
Overview of uncertainty assessment on karst collapse prediction
WAN Jiawei, ZHANG Qinjun, SHI Shujing
2017, 36(6): 764-769. doi: 10.11932/karst20170601
Abstract:
This paper reviews the development and the most recent progress of the uncertainty assessment on karst collapse prediction and summarizes the general approach of assessment. It is indicated that the assessment must be based on the geological background and actual condition in the evaluation area and the methodologyof "from qualitative to quantitative" should be followed. The general approach consists of 3 steps, including analyzing the influencing factors, selecting evaluation components and then constructing the evaluation model. This paper also elaborates on how to implement these steps. In this paper, comparative analysis on features, core steps, advantages, disadvantages among fuzzy model, grey-fuzzy model, information model, weights of evidence model, ANN model, SVM model are conducted,which provides a reference for model selection.Further more, it is pointed out that in the current uncertainty assessment on karst collapse prediction in China is very behind, which caused many problems in this field.
Analysis of collapse mechanism for mantled karst collapse
GAO Peide, WANG Linfeng
2017, 36(6): 770-776. doi: 10.11932/karst20170602
Abstract:
Tushan lake of Nanshan street in Nan’an district of Chongqing municipality is a low mountain area characterised by karst valley landforms where developing 7 karst zones and ever taking place a mantled karst collapse at the VHSC bridge. In order to provide theoretical basis for the governance, monitoring and early warning of mantled type karst collapse, and to ensure that human life and property are secured in karst collapse zones, this paper took mantled karst collapse as the research object. At first, the evolution mechanism of mantled karst collapse is analyzed. Then the calculation expressions of sliding force and anti-sliding force of mantled karst collapse are obtained considering the joint interaction of soil load, vacuum negative pressure, rainfall and blasting. At the same time, based on the limit equilibrium theory,the methods for calculating collapse soil stability coefficient and determining possible collapse extent of the mantled karst collapses were established; and these methods were applied to the collapses on the left of VHSC bridge. The calculated result of collapse extent is basically consistent with the field observation. In addition, soil thickness that affects stability coefficient and combined effect of soil load, vacuum negative pressure, rainfall and blasting on the collapse extent are were. The results shows that the stability coefficient can increase by 46% when the thickness of the soil increases, and when the depth of water increases from 0.1 m to 1 m and the vacuum pressure increases from 0 kPa to 50 kPa, the stability coefficient can reduce by 30% to 35%. Collapse extent also increases with the increase of soil thickness and explosive amount; and it decreases with the increase of explosive distance and internal friction angle. The reduction of collapse range is larger with the explosive distance increase at start, when the explosive distance increase to 110 m, the collapse diameter decreases by 17%. The collapse range decreases exponentially with the increase of internal friction angle, when the internal friction angle increase from 10° to 26°, the collapse diameter decreased 1%. At last, considering the timeliness of blasting, the soil slump’s change law of stability coefficient with blasting vibration is analyzed. After blasting, the stability coefficient decreased 4%. Blasting effect the soil duration is about 6 s.
Analysis of seepage effect on the formation of sinkhole in unconfined aquifer-aquitard system caused by groundwater changes
TAO Xiaohu, ZHAO Jian, Xiaoming WANG, Ming YE, Roger Benito Pacheco Castro
2017, 36(6): 777-785. doi: 10.11932/karst2017y50
Abstract:
Cover-collapse sinkholes are an extremely complex process that often cause unpredictable geological disaster. They occur abruptly and can lead to catastrophic damages such as human death and injury, property damage, losses of soil and water and environmental problems, as well as may cause secondary disaster. Groundwater is one of the crucial triggering factors for sinkhole development and collapse. To have a better understanding of the mechanical effect of groundwater on sinkhole formation,the force exerted by the groundwater on the soil particles in saturated zone with porous medium was analysed. In this case, the entire hydraulic force acting on the soil particle by groundwater depends on the seepage force or the value of hydraulic gradient which causes the velocity of groundwater movement. A 1D groundwater flow model was simply established, where the unconfined aquifer-aquitard system overlies the confined aquifer, in order to study the hydraulic gradient distribution in the confining unit. The differences between the effects of the phreatic level arising and piezometric level lowering were compared. Moreover, the effects of drawdown rate and drawdown of piezometric level in confined aquifer on the confining unit were mainly discussed. The results show that groundwater movement with variation of the water table or piezometric level in karst area will erode and disintegrate the soil, resulting in the formation of soil cavity and upward propagation of the erosion. The unsteady seepage due to groundwater level fluctuations goes against the stability of the confining layer above the karst opening; the impact of seepage force resulting from piezometric level lowering is greater than that of the phreatic level arising; the size of the soil cavity formed is related to the degree of the decline of piezometric level which is also influenced by the decline rate; under the conditions with the same piezometric level declines in the confined aquifer, the higher the drawdown rate is, the larger the maximum hydraulic gradient will be formed at the bottom. It was demonstrated that under the same drawdown condition, a critical drawdown rate should be made to prevent the soil failure; meanwhile, when a huge drawdown rate is needed, we should shorten the time of continuous drawdown. In other word, a critical drawdown should be proposed to protect the stability. Thus, controlling maximum operating head and maximum drawdown rate is critical in managing the groundwater exploitation in confined aquifer, in order to reduce or avoid the occurrence of cover-collapse sinkhole.
Study on the mechanism of groundwater level restoration process to karst sinkholes in karst deposit drainage area:A case of Dachengqiao, Ningxiang county, Hu’nan Province
PAN Zongyuan, JIANG Xiaozhen, DAI Jianling, GUAN Zhende, WU Yuanbin
2017, 36(6): 786-794. doi: 10.11932/karst2017y41
Abstract:
By the end of 2016, 17 sinkholes have occurred in Dachengqiao drainage area during groundwater level restoration process. Based on previous research results, through monitoring of groundwater level dynamic characteristics, hydrogeological and engineering geological drilling and field investigation,this paper studied the characteristics of groundwater restoration and its mechanism on sinkhole formation, which has provided scientific basis for early warning and prevention of ground subsidence in the study area.The results show that,(1)sinkholes are mainly distributed at river terraces and Mazao gully. Sinkholes firstly occurred at recharge area and then runoff area, which has a close relationship with the groundwater dynamic change. (2)The groundwater restoration process can be divided into four stages.The formation mechanisms of the sinkholes can be summarized as the creep seepage and air burst effect, suction effect, soften and suction effect and soften and degradation effect based on these four stages. The collapse patterns are the combination of gravitation-,erosion-,vacuum cavitation- and burst-collapse. It is found that the groundwater level fluctuatation in the range of 4-5 m to the surface of bedrock may cause sinkhole more easily. Currently, the groundwater level in the recharge area is 63.95-71.80 m, which is 5-6 m above the bedrock surface, and the groundwater level in the runoff area is 42.8-57.7 m which is 4-17 m below the bedrock surface. Therefore, it is necessary to closely observe the changes of groundwater level.
Research on Groundwater Level Warning for karst collapse of covered karst areas in Tai’an City
WANG Xiaowei, ZHAO Zhiwei, CHEN Weiqing, ZHOU Shaozhi
2017, 36(6): 795-800. doi: 10.11932/karst2017y44
Abstract:
Research on Groundwater Level Warning (GLW) is helpful for the regulation of groundwater resources development and the protection of the geological disaster of karst collapses in covered karst areas in northern China. This paper proposed a method for the delineation of karst GLW. Specific steps include, (1) establish the criterion of GLW based on statistical analysis of groundwater level monitoring data and plot the minimum,5th,25thand 75th percentile curve of water level; (2) establish the criterion of GLW for karst collapse in line with the threshold value of water level fluctuation around roof of bedrock and beneath the roof when collapse happened; (3) firstly,establish the comprehensive judgment criterion model to determine the GLW of a single observation well ,and determine the GLW divisions based on observation wells cluster finally. This method was verified in the Chengqu-Jiuxian karst system of Taian City in Shandong Province. According to the comparison of warning result of single observation well and GLW divisions between 2015 and 2016, the method was proved to meet the actual conditions and was reliable to be promoted.
Brief analysis of distribution and influence factor of table-board shallow overburden type karst collapse in central Guizhou Plateau
YANG Yuanli, YANG Rongkang, MENG Fantao, WANG Qian
2017, 36(6): 801-807. doi: 10.11932/karst20170603
Abstract:
Qianzhong Plateau table is in the second topographic step of Guizhou Province, with an average altitude of 800-1,600 m. The area is characterised by widely distributed soluble rocks, extremely developed karst landscapes, thin Quaternary soil layers and shallow groundwater with strong groundwater flow dynamics. Karst collapse is one of the major geological hazards in this area. In this paper, based on the statistical data of karst collapse in central Guizhou, the distribution and influencing factors of the karst collapse were analyzed. The results showed that 83.8% of the karst collapse were distributed in the peak valleys and karst valley, and 97.5% of karst collapse was distributed in clay with layer thickness of 1-10 m, and 83.7% of karst collapse is distributed in dolomite formation in Guanling Formation of the middle Triassic strata and Anshun Formation of the early and middle Triassic strata, and 73.3% of karst collapse is distributed along the fracture and fold zones, of which the groundwater is the most important trigger in the area. In terms of human factors, it is closely related to groundwater mining intensity and urbanization process, which occurs along with the urbanization process and the increase of pumping activities.
Mechanism analysis of sinkholes formation at Jili village, Laibin City, Guangxi, China
DAI Jianling, LUO Weiquan, WU Yuanbin, JIANG Xiaozhen
2017, 36(6): 808-818. doi: 10.11932/karst2017y59
Abstract:
After an extreme rainstorm event in June 2010, 17 sinkholes emerged at Jili village, Laibin City, Guangxi in a month. The impact area occupied more than 1,500 m2. Three of the sinkholes expanded and merged gradually and eventually developed into a large sinkhole which is 170 m long and 38 m deep. It is the largest sinkholes in Guangxi. In order to understand the formation mechanism, extensive investigations including field investigation, three-dimensional laser measurement, geophysical prospecting, exploratory boreholes and real-time monitoring of karst water pressure and rainfall were conducted. The results indicated that sinkholes at Jili village were attributed to natural factors ,which is the result of multiple adverse factors. These factors mainly include the special "water-soil-rock" combination and extreme rainstorm. The special geological conditions determine the particularity of the sinkholes. Analyzing the formation process and mechanism of the sinkholes, we think they were mainly controlled by the combination of gas explosion effect, water hammer effect and seepage erosion effect.
Analysis of karst collapse susceptibility in Guang-Fo-Zhao regions
JIA Long, MENG Yan, DAI Jianling
2017, 36(6): 819-829. doi: 10.11932/karst20170604
Abstract:
With the rapid development of social economy, the problems associated with karst environment and geology in China are becoming more and more prominent. Karst collapse is one of the main geologic hazards in the southern covered karst areas in China. The karst collapse frequently occurred in Guangdong Province, especially in Guangzhou, Foshan and Zhaoqing City (Guang-Fo-Zhao regions), where covered karst is widely distributed. The karst collapse history in the Guang-Fo-Zhao regions is closely related to the social and economic development, which can be divided into three stages, the first stage is from 1970s to 1980s, with shallow groundwater intensive extraction. During the period, a large number of karst groundwater was extracted, which induces karst collapse in many water sources. The second stage is from the 1990s to the beginning of this century, with a large number of limestone mines mined in the open pit. The balance of groundwater is severely damaged by excessive drainage in limestone mining, which leads to the frequent occurrence of ground collapse. The third stage is from 2003 to the present, with the leap-forward development of urban construction. The constructions of underground space and building foundation have been carried out in an all-round way. In view of the great threat of karst collapse to the lives and property of the local people, it is necessary to evaluate the susceptibility of karst collapse in Guang-fo-Zhao regions, so as to provide support for land planning and disaster prevention, then so as to avoid casualties and economic losses caused by karst collapse. Based on the results of regional geological survey, according to the geological conditions of karst collapse, 9 evaluation factors are selected including density of karst collapse, karst rock stratum type, the average rate of karst, soil thickness, soil structure, groundwater type, hydrous quality, fault density and land utilization, and the susceptibility evaluation prediction model is established. The analytic hierarchy process (AHP) is used to establish the weight of the evaluation factors. The evaluation factors are classified according to influence on karst collapse. Furthermore, the susceptibility of karst collapse in Guang-Fo-Zhao regions is evaluated. The results show that the high susceptibility areas are mainly distributed in Guanghua basin, Sanshui basin and Zhaoqing area karst area, which is 1,231.96 km2, accounting for 54.48% of the total area of karst. Human engineering activity is intense in this area. Medium susceptibility areas are accounting for 15.04% of the total karst area; low susceptibility areas are accounting for 30.48% of the total karst area. According to the karst collapse zoning susceptibility areas, the karst collapse susceptibility zoning atlas of major infrastructure has been compiled. The distribution of the highway, high speed railway, the oil pipeline, the gas line and other important infrastructure in the high susceptibility areas are counted.
Mechanism of karst collapse caused by engineering construction in Wuhan City
LIU Pengrui, LIU Changxian, JIANG Chao, WANG Fang, CHEN Yu, JIA Long
2017, 36(6): 830-835. doi: 10.11932/karst20170605
Abstract:
Wuhan City is situated in a karst collapse-prone region where karst collapses frequently occur and have caused serious losses of life and property in the past. In recent years, due to extensive infrastructure and construction projects along with its rapid urbanization taking place in the city, problems associated with the engineering construction induced karst collapse in the karst areas have been becoming increasingly prominent, which seriously affects the urban planning and construction process. There are in total 36 karst collapses occurred 36 in the city, of which 28 events were caused by engineering construction, and 8 cases by natural factors. It is noted that the collapses occurred after 2001 are all induced by the engineering construction. They collapses can be divided into 4 categories according to construction types, i. e. twenty one collapse induced by the drilling, pile foundation construction, five events by draining underground water and two by heavy vehicle load. Geomorphologically, the Wuhan City is located in the transition zone between Jianghan plain and the mountainous region of eastern Hubei. Twenty five out of the 28 karst collapses caused by engineering construction occurred at the first terrace of Yangtze River (alluvial plain area), where the overlying quaternary soil layer has the dualistic structure characteristics of "clay in upper layer and sandy soil in lower layer"; the rest 3 collapses occurred at the ridge hill areas, where the overlying quaternary soil layer has the single clay structure. Based on the previous research and through the comprehensive analysis of the collected data, this paper studied typical characteristics of karst collapse caused by engineering construction, in order to reveal its geological background conditions and control factors. Some examples are also presented to analyze the formation mechanism and collapse mode in different geological conditions. Research findings and analytical results collectively show that, (1) the karst collapse caused by drilling was mostly "Destroy of Stratified Roof-Vertical Seepage Pressure" collapse mode or "Disintegration-Damage at The Top of Soil Cave-Increasing Loading "collapse mode; (2) the karst collapse caused by pile foundation construction was mostly "Destroy of Stratified Roof-Seepage Liquefaction" collapse mode; (3) the karst collapse caused by draining underground water was "Suffosion-Suction Erosion" collapse mode; (4) the karst collapse caused by load vibration was "Suffosion-Vibration-Increasing Loads" collapse mode. In addition, this paper demonstrated that the karst collapse in Wuhan was mainly caused by drilling or pile foundation construction, because it not only destroyed the geotechnical structure and hydrodynamic conditions, but also happened rapidly and violently. The affected area of draining underground water was so wide, and could not be easily detected due to its concealment. Load vibration could only take effect after the formation of soil cave. It is expected to provide useful information for the prevention and control of karst collapse in Wuhan.
Susceptibility zoning and mapping of karst collapse in Xuzhou using analytic hierarchy process-fuzzy comprehensive evaluation method
WU Xin, HUANG Jingjun, MIAO Shixian
2017, 36(6): 836-841. doi: 10.11932/karst20170606
Abstract:
In order to quantitatively evaluate urban karst collapse disaster, based on detailed analysis of the geological conditions,the karst collapse susceptibility in Xuzhou City was evaluated by using eight disaster indicators such as the degree of karst development,covering layer lithology, hydrodynamic condition and etc. By applying the method of analytic hierarchy process-fuzzy comprehensive evaluation,the susceptibility zoning and mapping of karst collapse assessment in the study area was achieved. Results show that the karst collapse grade of Xuzhou can be presented by four categories of susceptibility including high, medium, low and no. The regions which have high karst collapse grade are mainly located in the Solvent factory-Xinsheng street and Denglou water plants-Liangtang water plants in Zhangji water source. The karst water fluctuates near the bedrock surface for a long time, which leading to the karst collapses. So in high collapse prone districts,we should strengthen the exploitation of karst groundwater control, establish karst subsidence monitoring and early warning system and prevent the happening of the karst collapse.
Formation mechanism of karst collapse after mine closure:A case study of Enkou coal mine in central Hu’nan Province
LIU Xinjian, GUO Jiehua, CHEN Yingzi
2017, 36(6): 842-850. doi: 10.11932/karst20170607
Abstract:
Groundwater level has raised and the ground collapse often occurred in Enkou coal mine since the mine ceased operation 20 years ago. In order to understand the formation mechanism of the karst collapse and to conceptualize the collapse models due to the recovery of water level, in this paper, spatial and temporal distribution of the karst collapses and associated soil structure in the mine area were discussed, with focus on the analysis of the relationship between the occurrence of karst collapses and the groundwater level recovery, from which it is realized that the formation and the modes of the karst collapses have experienced two phases, i.e. during and after the mine water level rebounce. In phase 1, the main karst collapse mode is a water floating-soil softening process, in which the ground collapses occurred obviously less than that in the mine drainage process; the occurrence of the collapses was highly related to the karstic earth caves formed by the process of underground mining and drainage. In phase 2, the ground collapse were dominated by suffosion-buckling process, which was caused by the natural fluctuation of the groundwater level between rock and soil, with the hazards occurred sporadically. The study of Enkou coal mine karst collapses, can bring values to scientific, economical and viable suggestions in relation to the prevention and treatment of the geological hazards in Loudi City. Meanwhile, it provides a reference for karst collapse prediction and remediation in similar areas in central Hu’nan Province.
Study on the safe operation of karst collapse prevention in Datengxia reservoir
JIANG Fuwei
2017, 36(6): 851-858. doi: 10.11932/karst20170608
Abstract:
Reservoir operation is easily to induce landslide,karst collapse and other geohazards in the reservoir area. The safe operation of a reservoir can effectively reduce the occurrence of geological disasters. Taking the Datengxia reservoir under construction as an example, this paper presents the prevention to karst collapse through reservoir safe operation. According to the field investigation, the mechanism model of karst collapse development is established, based on the analyses of geological information and developing situation of the karst collapse in the study area. In order to analyze the effect of groundwater dynamic due to reservoir operation on the karst collapse, the Modflow software is used to conduct the numerical simulation. Through the numerical simulation, both of the change of groundwater level caused by the fluctuation of reservoir water level and the change of groundwater velocity induced by the impoundment or drainage of Datengxia reservoir are predicted. As the results, safety water level of the Datengxia reservoir is 51-62 m to prevent karst collapse in Wuxuan protection region, the safe impoundment speed of water level is 0-1.0 m·d-1, and the safe drainage speed of water level is 0-3.0 m·d-1。
Characteristics of caprock-karst combination in typical karst collapsearea along the Yangtze River in Anhui Province
WANG Qingjiu, YE Xiaohua, MENG Meng, LUO Jiao, LYU Chuanzhong
2017, 36(6): 859-866. doi: 10.11932/karst20170609
Abstract:
Along the Yangtze River area in the Anhui Province (Tongling, Chizhou, Anqing), karst collapse geological disasters are developed.Whether it is to prevent and control geological disasters in karst collapse or to monitor and early predict, it is important to study the geological environment conditions of karst collapse and grasp the engineering geological characteristics of caprock, karst development characteristics of underlying carbonate rocks and the relationship between caprock and karst. This paper takes along the Yangtze River area in the Anhui Province karst collapse as research area. Based on comprehensive collection and collation of investigation and monitoring data of the karst collapses and field investigation in typical karst collapse area, the characteristics of caprock engineering geology and underlying carbonate karst were analyzed. Through conceptualization, geological model of the cap rocks together with underlying karst were established. Research results shows that there are 7 types of capping layer and karst combinations in the typical karst collapse area of which the most vulnerable to karst collapse is the type of the quaternary cover with silty clay and sandy gravel double-layer structure, and underlying medium karstified bedrocks. The mechanism of karst collapse is mainly submersible erosion induced collapse, followed by vacuum erosion induced collapse and vibration collapse.