Citation: | Ma Wei, Xu Xuezu, Zhang Lixin. Influence of frost and thaw cycles on shear strength of lime silt[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(2): 23-25. |
[1] | Shear strength and cementation characteristics of interface between microbial mortar and rock[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240253 |
[2] | HAN Zhuo-wei, LIN Hai, SHI Jian-yong. Shear characteristics of hydrated needle-punched GCL+GM composite liners at different temperatures[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(5): 962-967. DOI: 10.11779/CJGE202105022 |
[3] | XIAO Jian-zhang, MA Yan-yi, ZHOU Jie, CAI Hong, WEI Ying-qi, LIU Chen. Numerical simulation of shear strength of rock-soil mixtures by using PFC2D[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S2): 123-128. DOI: 10.11779/CJGE2020S2022 |
[4] | LI Xiao-yue, XU Yong-fu. Calculation of peak shear strength of bentonite in salt solutions[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(5): 885-891. DOI: 10.11779/CJGE201905011 |
[5] | XU Yong-fu. Theory of shear strength of granular materials based on particle breakage[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(7): 1171-1179. DOI: 10.11779/CJGE201807002 |
[6] | GAO Lei, HU Guo-hui, YANG Chen, XIANG Chao, FU Jun-yi, XU Nan. Shear strength characteristics of basalt fiber-reinforced clay[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 231-237. DOI: 10.11779/CJGE2016S1043 |
[7] | WANG De-yin, TANG Chao-sheng, LI Jian, LIU Bao-sheng, TANG Wei, ZHU Kun. Shear strength characteristics of fiber-reinforced unsaturated cohesive soils[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(10): 1933-1940. |
[8] | Tests on shear strength behavior and envelop of double lines of municipal solid waste[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(10). |
[9] | Interface shear strength of liners with geocomposite[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(5). |
[10] | Development of shear strength of soft clay under vacuum preloading[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(2). |