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Performance assessment of borehole arrangements for the design of rectangular shallow foundation systems
《Journal of Rock Mechanics and Geotechnical Engineering》2023年第12期3291-3304,共14页Marcin Chwała Danko J.Jerez Hector A.Jensen Michael Beer 
support of the Polish National Agency for Academic Exchange under the Bekker NAWA Programme(Grant No.BPN/BEK/2021/1/00068);which founded the postdoctoral fellowship at the Institute of Risk and Reliability at Leibniz University Hannover.The first author would also like to thank to Prof.Wengang Zhang and Chongzhi Wu(School of Civil Engineering,Chongqing University)for inspiring discussions initi-ated by High-end Foreign Expert Introduction program(Grant No.DL2021165001L)by the Ministry of Science and Technology(MOST),China;The second author would like to thank the support from ANID(National Agency for Research and Development,Chile)and DAAD(German Academic Exchange Service,Germany)under CONICYT-PFCHA/Doctorado Acuerdo Bilateral DAAD Becas Chile/2018-62180007.The third author gratefully acknowledges the support by ANID under its program FONDECYT(Grant No.1200087).
This study proposes a framework to evaluate the performance of borehole arrangements for the design of rectangular shallow foundation systems under spatially variable soil conditions. Performance measures are introduc...
关键词：FOUNDATIONS Geotechnical engineering Bearing capacity Optimal borehole placement Soil spatial variability 
Responses of calcareous sand foundations to variations of groundwater table and applied loads被引量：5
《Journal of Rock Mechanics and Geotechnical Engineering》2022年第4期1266-1279,共14页Dingfeng Cao Sanjay Kumar Shukla Linqing Yang Chengchao Guo Jinghong Wu Fuming Wang 
support provided by the National Natural Science Foundation of China(Grant No.41907244);China Postdoctoral Science Foundation(Grant No.2019M653180);the Project of the Key Laboratory of Soft Soil and Environmental Geotechnical Ministry of Education(Grant No.2019P05)is gratefully acknowledged.
The long-term settlement of calcareous sand foundations caused by daily periodic fluctuations has become a significant geological hazard,but effective monitoring tools to capture the deformation profiles are still rar...
关键词：Distributed fiber optic sensing(DFOS) Calcareous sand Optical fiber Optical frequency domain reflectometer (OFDR) Soil foundation settlement 
Influence of fabric anisotropy on seismic responses of foundations
《Journal of Rock Mechanics and Geotechnical Engineering》2015年第2期147-154,共8页Jin Qin Xiangwu Zeng Haiyan Ming 
support by National Natural Science Foundation of China under Grant No. 51278307
Earthquakes, as one of the well-known natural disasters, are highly destructive and unpredictable.Foundation failure due to liquefaction induced by earthquakes can cause casualties as well as significantdamage to the ...
关键词：Soil mechanics Angular sand Centrifuge modeling Fabric anisotropy Seismic response 
Millau viaduct geotechnical studies and foundations
《Journal of Rock Mechanics and Geotechnical Engineering》2013年第3期243-247,共5页F.Schlosser C.Servant A.Guilloux A.Bergere 
The Millau viaduct over the Tam River is an exceptional bridge considering the height under the deck and the 2.5 km total length. Each of the seven high piers is founded on a thick raft setting on four large piles of ...
关键词：cable stayed bridge Foundation design Pile settlement ROTATION Observational method 
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