| [19] |
BURLAND J B. On the compressibility and shear strength of natural clays[J]. Geotechnique，1990，40(3)：329-378.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [1] |
HANSBO S. Influence of mobile particles in soft clay on permeability[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts，1974，11(4)：74.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [3] |
张 明，赵有明，刘国楠，等. 双层砂井地基大变形固结方程差分解[J]. 岩土工程学报，2013，35(9)：1 666-1 674.(ZHANG Ming，ZHAO Youming，LIU Guonan，et al. Finite difference solution to equation for large-strain consolidation of double-layered vertical drain ground[J]. Chinese Journal of Geotechnical Engineering，2013，35(9)：1 666-1 674.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [10] |
ZENG L，HONG Z，CAI Y，et al. Change of hydraulic conductivity during compression of undisturbed and remolded clays[J]. Applied Clay Science，2011，51(1/2)：86-93.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [12] |
NAGARAJ T S，PANDIAN N S，NARASIMHA RAJU P S R. Stress state-permeability relationships for fine-grained soils[J]. Geotechnique，1993，43(2)：333-336.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [2] |
江辉煌. 砂井处理超软土地基固结计算[博士学位论文][D]. 北京：中国铁道科学研究院，2009.(JIANG Huihuang. Consolidation solution of super-soft ground with vertical drains[Ph. D. Thesis][D]. Beijing：China Academy of Railway Sciences，2009.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [7] |
陈国红，谢康和，程永峰，等. 考虑涂抹区渗透系数变化的砂井地基固结解[J]. 浙江大学学报：工学版，2011，45(4)：665-670.(CHEN Guohong，XIE Kanghe，CHENG Yongfeng，et al. Analytical solution for consolidation of sand-drained ground considering variation of permeability coefficient in smeared zone[J]. Journal of Zhejiang University：Engineering Science，2011，45(4)：665-670.(in Chinese))
|
| [9] |
LEI G H，ZHENG Q，NG C W W，et al. An analytical solution for consolidation with vertical drains under multi-ramp loading[J]. Geotechnique，2015，65(7)：531-547.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [18] |
BERILGEN S A，BERILGEN M M，OZAYDIN I K. Compression and permeability relationships in high water content clays[J]. Applied Clay Science，2006，31(3/4)：249-261.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [20] |
HVORSLEV M J. Physical components of the shear strength of saturated clays[C]// Research Conference，Shear Strength of Cohesive Soils. Colorado：[s.n.]，1960：169-273.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [4] |
HART E G，KNODNER R L，BOYER W C. Analysis for partially Penetrating sand drains[J]. Journal of Soil Mechanics and Foundation Division，1958，84(4)：1-15.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [5] |
谢康和. 砂井地基固结理论、数值分析与优化设计[博士学位论文][D]. 杭州：浙江大学，1987.(XIE Kanghe. Sand drained ground：analytical and numerical solutions of consolidation and optimal design[Ph. D. Thesis][D]. Hangzhou：Zhejiang University，1987.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [6] |
周开茂. 未打穿砂井地基固结理论研究[硕士学位论文][D]. 杭州：浙江大学，2006.(ZHOU Kaimao. Study on the consolidation theory of soft soil with partially penetrated vertical drains[M. S. Thesis][D]. Hangzhou：Zhejiang University，2006.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [8] |
GENG X，INDRARATNA B，RUJIKIATKAMJORN C. Effectiveness of partially penetrating vertical drains under a combined surcharge and vacuum preloading[J]. Canadian Geotechnical Journal，2011，48(6)：970-983.
|
| [11] |
蔡 超，高玉峰，曾玲玲，等. 天然沉积软黏土渗透系数随应力水平的变化规律[J]. 四川大学学报：工程科学版，2012，44(1)：104-109.(CAI Chao，GAO Yufeng，ZENG Lingling，et al. Change in hydraulic conductivity of natural clays natural clays during compression[J]. Journal of Sichuan University：Engineering Science，2012，44(1)：104-109.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [13] |
NAGARAJ T S，PANDIAN N S，NARASIMHA RAJU P S R. Stress-state-permeability relationships for over-consolidated clays[J]. Géotechnique，1994，44(2)：333-336.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [15] |
PANE V，CROCE P，ZNIDARCIC D，et al. Effects of consolidation on permeability measurements for soft clay[J]. Geotechnique，1983，33(1)：67-72.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [16] |
FOX P J，BAXTER D P. Consolidation properties of soil slurries from hydraulic consolidation test[J]. Geotechnical and Geoenvironmental Engineering，1997，123(8)：770-776.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [17] |
SIVAKUMAR BABU G L，PANDIAN N S，NAGARAJ T S. A reexamination of the permeability index of clays[J]. Canadian Geotechnical Journal，1993，30(1)：187-191.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [21] |
ZNIDARCIC D. SCHIFFMAN R L，PANE V，et al. The theory of one-dimensional consolidation of saturated clays ：part V，constant rate of deformation testing and analysis[J]. Geotechnique，1983，36(2)：227-237.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [22] |
HONG Z S，YIN J，CUI Y J. Compression behavior of reconstituted soils at high initial water contents[J]. Ghyperlink，2010，60(9)：691-700.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [14] |
SIDDIQUE A，SAFIULIAH A M M. Permeability characteristics of reconstituted Dhaka clay[J]. Bangladesh Journal of the Civil Engineering Division，1995，23(1)：103-115.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
2017, Vol. 36 
