Time-dependent slope stability during intense rainfall with stratified soil water content
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作者:
Yao, Wenmin
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China Univ Geosci, Fac Engn, Wuhan 430074, Hubei, Peoples R ChinaChina Univ Geosci, Fac Engn, Wuhan 430074, Hubei, Peoples R China
Yao, Wenmin
[1
]
Li, Changdong
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China Univ Geosci, Fac Engn, Wuhan 430074, Hubei, Peoples R ChinaChina Univ Geosci, Fac Engn, Wuhan 430074, Hubei, Peoples R China
Li, Changdong
[1
]
Zhan, Hongbin
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机构:
China Univ Geosci, Sch Environm Studies, Wuhan 430074, Hubei, Peoples R China
Texas A&M Univ, Dept Geol & Geophys, College Stn, TX 77843 USAChina Univ Geosci, Fac Engn, Wuhan 430074, Hubei, Peoples R China
Zhan, Hongbin
[2
,3
]
Zeng, Jiangbo
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机构:
Shenzhen Geotech Invest & Surveying Inst Co Ltd, Shenzhen 518028, Peoples R ChinaChina Univ Geosci, Fac Engn, Wuhan 430074, Hubei, Peoples R China
Zeng, Jiangbo
[4
]
机构:
[1] China Univ Geosci, Fac Engn, Wuhan 430074, Hubei, Peoples R China
[2] China Univ Geosci, Sch Environm Studies, Wuhan 430074, Hubei, Peoples R China
[3] Texas A&M Univ, Dept Geol & Geophys, College Stn, TX 77843 USA
[4] Shenzhen Geotech Invest & Surveying Inst Co Ltd, Shenzhen 518028, Peoples R China
The Green-Ampt (GA) model is one of the most widely used analytical methods of slope stability under rainfall. However, it may overestimate the soil water content above the wetting front. In this study, a novel approach to evaluate the time-dependent slope stability during intense rainfall based on a modified GA model is presented, and is known as the stratified Green-Ampt (SGA) model. By considering the stratified soil water content above the wetting front, the soil above the wetting front can be divided into saturated and transitional layers, and the SGA model is used to analyze the infiltration process of intense rainfall into slopes. Thereafter, safety factors (F-s) of infinite and finite slopes are derived using the SGA model. In the analysis of an infinite slope, the conventional limit equilibrium method is adopted to calculate the safety factor; as for a finite slope, the residual thrust method is introduced to obtain the safety factor with sliding mass divided into multiple soil slices. The performance of the SGA model is illustrated in two cases: an infinite slope and the Majiagou landslide as a finite slope. The results indicate that compared to the GA model, the calculated wetting front based upon the SGA model moves faster, and the wetting front depth shows a positive correlation with the slope surface angle and rainfall intensity. The evolution of the safety factor above the sliding surface can be divided into three phases, while the evolution of the safety factor above the wetting front can be divided into two phases. The critical time of the slope reaching a less stable state (safety factor is 1.05) or unstable state (safety factor is 1.00) decreases exponentially with an increase in rainfall intensity. In addition, the rainfall has a significant influence on the design of stabilizing piles for the Majiagou landslide. The presented SGA model appears to be accurate to investigate slope stability during intense rainfall events.
机构:
Chinese Acad Sci, Inst Soil Sci, State Key Lab Soil & Sustainable Agr, Nanjing 210008, Peoples R China
Univ Chinese Acad Sci, Beijing 100049, Peoples R ChinaChinese Acad Sci, Inst Soil Sci, State Key Lab Soil & Sustainable Agr, Nanjing 210008, Peoples R China
Cao, Qi
Song, Xiaodong
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Chinese Acad Sci, Inst Soil Sci, State Key Lab Soil & Sustainable Agr, Nanjing 210008, Peoples R ChinaChinese Acad Sci, Inst Soil Sci, State Key Lab Soil & Sustainable Agr, Nanjing 210008, Peoples R China
Song, Xiaodong
Wu, Huayong
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Chinese Acad Sci, Inst Soil Sci, State Key Lab Soil & Sustainable Agr, Nanjing 210008, Peoples R ChinaChinese Acad Sci, Inst Soil Sci, State Key Lab Soil & Sustainable Agr, Nanjing 210008, Peoples R China
Wu, Huayong
Gao, Lei
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Chinese Acad Sci, Inst Soil Sci, State Key Lab Soil & Sustainable Agr, Nanjing 210008, Peoples R ChinaChinese Acad Sci, Inst Soil Sci, State Key Lab Soil & Sustainable Agr, Nanjing 210008, Peoples R China
Gao, Lei
Liu, Feng
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Chinese Acad Sci, Inst Soil Sci, State Key Lab Soil & Sustainable Agr, Nanjing 210008, Peoples R ChinaChinese Acad Sci, Inst Soil Sci, State Key Lab Soil & Sustainable Agr, Nanjing 210008, Peoples R China
Liu, Feng
Yang, Shunhua
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机构:
Chinese Acad Sci, Inst Soil Sci, State Key Lab Soil & Sustainable Agr, Nanjing 210008, Peoples R China
Univ Chinese Acad Sci, Beijing 100049, Peoples R ChinaChinese Acad Sci, Inst Soil Sci, State Key Lab Soil & Sustainable Agr, Nanjing 210008, Peoples R China
Yang, Shunhua
Zhang, Ganlin
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机构:
Chinese Acad Sci, Inst Soil Sci, State Key Lab Soil & Sustainable Agr, Nanjing 210008, Peoples R China
Univ Chinese Acad Sci, Beijing 100049, Peoples R ChinaChinese Acad Sci, Inst Soil Sci, State Key Lab Soil & Sustainable Agr, Nanjing 210008, Peoples R China
机构:
Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
Chongqing Univ, Key Lab New Technol Construct Cities Mt Area, Minist Educ, Chongqing 400045, Peoples R China
Chongqing Univ, Natl Joint Engn Res Ctr Geohazards Prevent Reservo, Chongqing 400045, Peoples R China
Sichuan Yanjiang Panning Expressway Co Ltd, Xichang 615000, Peoples R China
Chinese Acad Sci, Inst Rock & Soil Mech, Wuhan 430071, Peoples R ChinaChongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
Zhang, Wengang
Liu, Songlin
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Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R ChinaChongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
Liu, Songlin
Wang, Luqi
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机构:
Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
Chongqing Univ, Key Lab New Technol Construct Cities Mt Area, Minist Educ, Chongqing 400045, Peoples R China
Chongqing Univ, Natl Joint Engn Res Ctr Geohazards Prevent Reservo, Chongqing 400045, Peoples R ChinaChongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
Wang, Luqi
Sun, Weixing
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Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R ChinaChongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
Sun, Weixing
He, Yuwei
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Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R ChinaChongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
He, Yuwei
Wang, Yankun
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机构:
Yangtze Univ, Sch Geosci, Wuhan 430100, Peoples R ChinaChongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
Wang, Yankun
Sun, Guanhua
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机构:
Chinese Acad Sci, Inst Rock & Soil Mech, Wuhan 430071, Peoples R ChinaChongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
机构:
Sichuan Univ, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R ChinaSichuan Univ, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China
Qi, Shunchao
Vanapalli, Sai K.
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机构:
Univ Ottawa, Dept Civil Engn, Ottawa, ON K1N 6N5, CanadaSichuan Univ, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China
Vanapalli, Sai K.
Yang, Xing-guo
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机构:
Sichuan Univ, Coll Water Resource & Hydropower, Chengdu 610065, Sichuan, Peoples R ChinaSichuan Univ, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China
Yang, Xing-guo
Zhou, Jia-wen
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Sichuan Univ, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R ChinaSichuan Univ, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China
Zhou, Jia-wen
Lu, Gong-da
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机构:
Sichuan Univ, Coll Water Resource & Hydropower, Chengdu 610065, Sichuan, Peoples R ChinaSichuan Univ, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China