›› 2010, Vol. 31 ›› Issue (S1): 298-302.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHANG Ju-lian1, SHEN Ming-rong 1, 2
CLC Number:
[1] | WANG Zhong-kai, XU Guang-li. Influence range and quantitative prediction of surface deformation during shield tunnelling and exiting stages [J]. Rock and Soil Mechanics, 2020, 41(1): 285-294. |
[2] | CHENG Ai-ping, ZHANG Yu-shan, DAI Shun-yi, DONG Fu-song, ZENG Wen-xu, LI Dan-feng, . Space-time evolution of acoustic emission parameters of cemented backfill and its fracture prediction under uniaxial compression [J]. Rock and Soil Mechanics, 2019, 40(8): 2965-2974. |
[3] | CHEN Wei-zhong, TIAN Yun, WANG Xue-hai, TIAN Hong-ming, CAO Huai-xuan, XIE Hua-dong, . Squeezing prediction of tunnel in soft rocks based on modified [BQ] [J]. Rock and Soil Mechanics, 2019, 40(8): 3125-3134. |
[4] | ZHAO Jiu-bin, LIU Yuan-xue, LIU Na, HU Ming, . Spatial prediction method of regional landslide based on distributed bp neural network algorithm under massive monitoring data [J]. Rock and Soil Mechanics, 2019, 40(7): 2866-2872. |
[5] | WANG Gang, PAN Yi-shan, XIAO Xiao-chun, . Study and application of failure characteristics and charge law of coal body under uniaxial loading [J]. Rock and Soil Mechanics, 2019, 40(5): 1823-1831. |
[6] | WEI Xing, ZHANG Zhao, WANG Gang, ZHANG Jian-min, . DEM study of mechanism of large post-liquefaction deformation of saturated sand [J]. Rock and Soil Mechanics, 2019, 40(4): 1596-1602. |
[7] | ZHUANG Hai-yang, FU Ji-sai, CHEN Su, CHEN Guo-xing, WANG Xue-jian, . Liquefaction and deformation of the soil foundation around a subway underground structure with a slight inclined ground surface by the shaking table test [J]. Rock and Soil Mechanics, 2019, 40(4): 1263-1272. |
[8] | ZHANG Xun, HUANG Mao-song, HU Zhi-ping, . Model tests on cumulative deformation characteristics of a single pile subjected to lateral cyclic loading in sand [J]. Rock and Soil Mechanics, 2019, 40(3): 933-941. |
[9] | ZHENG Dong, HUANG Jin-song, LI Dian-qing, . An approach for predicting embankment settlement by integrating multi-source information [J]. Rock and Soil Mechanics, 2019, 40(2): 709-719. |
[10] | ZHONG Guo-qiang, WANG Hao, LI Li, WANG Cheng-tang, XIE Bi-ting, . Prediction of maximum settlement of foundation pit based on SFLA-GRNN model [J]. Rock and Soil Mechanics, 2019, 40(2): 792-798. |
[11] | ZHONG Zu-liang, BIE Cong-ying, FAN Yi-fei, LIU Xin-rong, LUO Yi-qi, TU Yi-liang, . Experimental study on grouting diffusion mechanism and influencing factors of soil-rock mixture [J]. Rock and Soil Mechanics, 2019, 40(11): 4194-4202. |
[12] | LIU Yong, HU Bao-dan, CHEN Zhe. A similarity measurement method for multiple information data of landslide [J]. Rock and Soil Mechanics, 2019, 40(10): 4001-4010. |
[13] | HUANG Jian, YAO Yang-ping. A practical model for predicting the failure time of high fill slope [J]. Rock and Soil Mechanics, 2019, 40(10): 4057-4064. |
[14] | YANG Wen-bao, WU Qi, CHEN Guo-xing, . Dynamic shear modulus prediction method of undisturbed soil in the estuary of the Yangtze River [J]. Rock and Soil Mechanics, 2019, 40(10): 3889-3896. |
[15] | FU Dai-guang, ZHOU Li-ming, XIAO Guo-qiang, WANG Fa-gang. Analysis of influence of filter frequency band on tunnel seismic prediction results [J]. Rock and Soil Mechanics, 2018, 39(S2): 315-325. |