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A two-dimensional thermal-hydro-mechanical bond contact model for methane hydrate bearing soils
JIANG Ming-jing, ZHU Fang-yuan
2014, 36(8): 1377-1386. DOI: 10.11779/CJGE201408001
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Structural index of loess and its relation with granularity, density and humidity
SHAO Sheng-jun, WANG Li-qin, TAO Hu, WANG Qiang, WANG Shuai
2014, 36(8): 1387-1393. DOI: 10.11779/CJGE201408002
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Generalized plasticity model for soil and coarse-grained dam materials
ZHU Sheng, WEI Kuang-min, LIN Dao-tong
2014, 36(8): 1394-1399. DOI: 10.11779/CJGE201408003
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Effect of oblique incidence of SV waves on seismic response of portal sections of rock tunnels
DU Xiu-li, HUANG Jing-qi, ZHAO Mi, JIN Liu
2014, 36(8): 1400-1406. DOI: 10.11779/CJGE201408004
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Microscopic mechanism of strength increase of clay during thixotropic process
ZHANG Xian-wei, KONG Ling-wei, LI Jun, YANG Ai-wu
2014, 36(8): 1407-1413. DOI: 10.11779/CJGE201408005
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Shaking table tests on performances of anti-seismic and damping measures for fault-crossing tunnel structures
XIN Chun-lei, GAO Bo, ZHOU Jia-mei, SHEN Yu-sheng, QUAN Xiao-juan
2014, 36(8): 1414-1422. DOI: 10.11779/CJGE201408006
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Modeling swell-shrink behavior of compacted expansive clays subjected to cyclic drying and wetting
WEI Xing, WANG Gang
2014, 36(8): 1423-1431. DOI: 10.11779/CJGE201408007
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Dominant partitioning of discontinuities of rock masses based on AGNES
ZHANG Qi, WANG Qing, QUE Jin-sheng, LI Yan-yan, SONG Sheng-yuan
2014, 36(8): 1432-1437. DOI: 10.11779/CJGE201408008
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Estimation of shield tunnelling-induced ground surface settlements by virtual image technique
LIN Cun-gang, XIA Tang-dai, LIANG Rong-zhu, WU Shi-ming
2014, 36(8): 1438-1446. DOI: 10.11779/CJGE201408009
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Analytical solution of horizontal vibration of cast-in-place large-diameter pipe piles in saturated soils
ZHENG Chang-jie, LIU Han-long, DING Xuan-ming, FU Qiang
2014, 36(8): 1447-1454. DOI: 10.11779/CJGE201408010
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Model tests on frost heave-prevented channels using soilbags
LI Zhuo, SHENG Jing-bao, LIU Si-hong, HE Yong-jun, LI Ya-jun
2014, 36(8): 1455-1463. DOI: 10.11779/CJGE201408011
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Prediction of service life of pre-stressed anchorage bolt (cable) due to corrosion expansion
DENG Dong-ping, LI Liang, ZHAO Lian-heng, LIU Jian-hao
2014, 36(8): 1464-1472. DOI: 10.11779/CJGE201408012
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Failure mechanism analysis of tailing dams based on coupled discrete and continuous method
ZHANG Duo, LIU Yang, WU Shun-chuan, WANG Cheng-lin
2014, 36(8): 1473-1482. DOI: 10.11779/CJGE201408013
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Experimental study on properties of seismic loading and their influence on seismic compression in sands
CHEN Qing-sheng, XIONG Hao, GAO Guang-yun
2014, 36(8): 1483-1489. DOI: 10.11779/CJGE201408014
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Prediction and measurement of groundwater flow rate of underground crude oil storage caverns
WANG Zhe-chao, LI Shu-cai, LIANG Jian-yi, QIAO Li-ping, XUE Yi-guo, ZHOU Yi
2014, 36(8): 1490-1497. DOI: 10.11779/CJGE201408015
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Experimental study on new filling cementing material using water-hardening nickel slag tailings of Jinchuan Mine
YANG Zhi-qiang, GAO Qian, WANG Yong-qian, NI Wen, CHEN De-xin
2014, 36(8): 1498-1506. DOI: 10.11779/CJGE201408016
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Field tests on soaking response of expansive soil foundation under railway subgrade
CHEN Wei-zhi, JIANG Guan-lu, ZHAO Hui-shuang, YUAN Ze-hua, WANG Zhi-meng, LI An-hong
2014, 36(8): 1507-1514. DOI: 10.11779/CJGE201408017
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Model tests on fluidization characteristics of laterite nickel ore in bulk
ZHOU Jian, ZHU Yao-min, JIAN Qi-wei, JIA Min-cai, JIN Yun-long
2014, 36(8): 1515-1520. DOI: 10.11779/CJGE201408018
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Distribution characteristics and time-space effects of internal force of prestressed anchor rod
HUANG Xue-feng, MA Long, CHEN Shuai-qiang, KONG Yang
2014, 36(8): 1521-1525. DOI: 10.11779/CJGE201408019
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A modified p-y curve method considering rotation of soil resistance
SHANGGUAN Shi-qing, LIU Hong-jun, PIAO Chun-de
2014, 36(8): 1526-1534. DOI: 10.11779/CJGE201408020
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High-pressure water injection tests on permeability of deep rock mass under tunnels
HUANG Zhen, JIANG Zhen-quan, SUN Qiang, CAO Ding-tao, WANG Yan-jian, ZHANG Dong
2014, 36(8): 1535-1543. DOI: 10.11779/CJGE201408021
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Model tests on compression of base layer of immersed tube tunnels considering siltation
WEI Gang, QIU Hui-jie, YANG Ze-fei, WANG Dong-di, XING Jian-jian
2014, 36(8): 1544-1552. DOI: 10.11779/CJGE201408022
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A novel evaluation model based on connectional expectation for swelling-shrinkage grade of untreated and treated expansive clay
WANG Ming-wu, ZHAO Kui-yuan, ZHANG Li-biao
2014, 36(8): 1553-1557. DOI: 10.11779/CJGE201408023
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Applicability of simplified model of Biot's dynamic consolidation equation to response of horizontal vibration of piles
YU Jun, SHANG Shou-ping, HUANG Juan, YANG Jun-sheng
2014, 36(8): 1558-1563. DOI: 10.11779/CJGE201408024
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Model tests on pipe pile penetration by using transparent soils
CAO Zhao-hu, KONG Gang-qiang, LIU Han-long, ZHOU Hang
2014, 36(8): 1564-1568. DOI: 10.11779/CJGE201408025
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