›› 2018, Vol. 39 ›› Issue (3): 831-838.doi: 10.16285/j.rsm.2017.1933
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
WANG Yong-hong1, 2, ZHANG Ming-yi1, 3, LIU Jun-wei1, 3, BAI Xiao-yu1, 3
CLC Number:
TU 473
[1] | ZHANG Xiao-ling, ZHU Dong-zhi, XU Cheng-shun, DU Xiu-li, . Research on p-y curves of soil-pile interaction in saturated sand foundation in weakened state [J]. Rock and Soil Mechanics, 2020, 41(7): 2252-2260. |
[2] | SHI Xu-chao, SUN Yun-de. Analysis of the evolution of excess pore water pressure in soft soil under linear unloading [J]. Rock and Soil Mechanics, 2020, 41(4): 1333-1338. |
[3] | WU Qi, DING Xuan-ming, CHEN Zhi-xiong, CHEN Yu-min, PENG Yu, . Seismic response of pile-soil-structure in coral sand under different earthquake intensities [J]. Rock and Soil Mechanics, 2020, 41(2): 571-580. |
[4] | ZHANG Zhi-guo, HUANG Mao-song, YANG Xuan, . Analytical solution for dissipation of excess pore water pressure and soil consolidation settlement induced by tunneling under the influence of long-term leakage [J]. Rock and Soil Mechanics, 2019, 40(8): 3135-3144. |
[5] | CHEN Guo-qing, TANG Peng, LI Guang-ming, ZHANG Guang-ze, WANG Dong, . Analysis of acoustic emission frequency spectrum characteristics and main fracture precursor of rock bridge in direct shear test [J]. Rock and Soil Mechanics, 2019, 40(5): 1649-1656. |
[6] | XIA Tang-dai, ZHENG Qing-qing, CHEN Xiu-liang, . Predicting excess pore water pressure under cyclic loading with regular intervals based on cumulative dynamic deviator stress level [J]. Rock and Soil Mechanics, 2019, 40(4): 1483-1490. |
[7] | MENG Yu-han, CHEN Zheng, FENG Jian-xue, LI Hong-po, MEI Guo-xiong, . Optimization of one-dimensional foundation with sand blankets under the non-uniform distribution of initial excess pore water pressure [J]. Rock and Soil Mechanics, 2019, 40(12): 4793-4800. |
[8] | WANG Yong-hong, ZHANG Ming-yi, BAI Xiao-yu, LIU Jun-wei, . Study of penetration characteristics and influence factor of jacked pile based on fiber bragg grating sensing technology [J]. Rock and Soil Mechanics, 2019, 40(12): 4801-4812. |
[9] | CHEN Chen, LENG Wu-ming, YANG Qi, JIN Zi-hao, NIE Ru-song, QIU Jun,. Experimental study of mechanical properties of concrete pile-slurry-sand interface [J]. , 2018, 39(7): 2461-2472. |
[10] | LI Jing-pei, CAO Xiao-bing, LI Lin, GONG Wei-bing, . Centrifugal model test and mechanism study of jacked pile and CPTU penetration [J]. Rock and Soil Mechanics, 2018, 39(12): 4305-4311. |
[11] | YANG Yao-hui, CHEN Yu-min, LIU Han-long, LI Wen-wen, JIANG Qiang, . Investigation on liquefaction resistance performance of rigid-drainage pile groups by shaking table [J]. , 2018, 39(11): 4025-4032. |
[12] | ZONG Zhong-ling, LU Xian-long, LI Qing-song, ZHANG Zhen-dong,. An experimental study of bearing capacity of post-grouting jacked steel pipe micropiles [J]. , 2017, 38(S2): 323-329. |
[13] | ZHANG Ming-yi, BAI Xiao-yu, GAO Qiang, WANG Yong-hong, CHEN Xiao-yu, LIU Jun-wei,. Experimental study on interfacial bearing mechanism of piles in cohesive soil [J]. , 2017, 38(8): 2167-2174. |
[14] | ZHAO Ming-hua, LIU Jian-jun, LUO Hong, YANG Ming-hui. Experimental studies of shear strength characteristics and influencing factors of soil-rock aggregate mixture [J]. , 2017, 38(4): 965-972. |
[15] | LIN Cheng-fu, LEI Guo-hui, . Responses of negative excess pore water pressure under unloading in one-dimensional swelling tests [J]. , 2017, 38(12): 3613-3618. |
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