| Citation: | Geometrical Construction Method Used in Analyzing Horizontal Imparity Distribution of Soil Water Content[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2001, 15(3): 150-154.
|
| [1] | Wu Jing, Xu Qingyang, Xia Ruyue. Influencing Factors of Geotechnical Test Index[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2020, 34(2): 122-124. doi: 10.3969/j.issn.1007-2993.2020.02.012 |
| [2] | Liu Dahai. Analytical Formula of Pile and Stress Influence Coefficient for File Foundation Standard[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2019, 33(6): 341-346,360. doi: 10.3969/j.issn.1007-2993.2019.06.007 |
| [3] | Zhao Fengqi, Zhang Xiong, Wang Weisheng. Softsoil Subgrade Settlement Curve Fitting by L-G Superposition Curve Model[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2011, 25(6): 295-299. doi: 10.3969/j.issn.1007-2993.2011.06.006 |
| [4] | ZHANG Ping, FANG Yingguang. The Exeriment and Study on Micropore Characteristic Influenced by Temperature[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2010, 24(5): 235-238. doi: 10.3969/j.issn.1007-2993.2010.05.005 |
| [5] | WU Qingxing, LIU Bin, ZHANG Xiaoxin. Influence of Different Factors on Hard Rock Brittle Failure in High In-situ Stress[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2010, 24(6): 282-286. doi: 10.3969/j.issn.1007-2993.2010.06.003 |
| [6] | Zhang Zhanrong. Study on Factors Influencing the Displacement Characteristic of Underground House in Stratified Rock[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2009, 23(5): 246-250. doi: 10.3969/j.issn.1007-2993.2009.05.007 |
| [7] | Zhao Xiaodong, Zhou Guoqing, Xu Zhiwei. Earth Pressure in Deep Soils and Influences to Thickness of Frozen Wall[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2008, 22(6): 281-285. |
| [8] | Li Chenghai, Luo Qingfeng. Rainfall Effect Analysis on Soil Slope Stability[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2007, 21(6): 313-314. |
| [9] | LI Shao-he, YI Fa-cheng, WANG Dian-gang. Analyzing the Influence of Cushion in CFG Pile Composite Foundation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(1): 50-52. |
| [10] | Kong Chuizhu, Deng Anfu. Influence of Rigid Substratum on Upper Soil's Displacement[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(6): 303-306. |
| [11] | Liu Wenbin, Tang Chunan, Zhang Houquan. Influence of Internal Radius of Ring Specimen on Tensile Strength of Rock[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(6): 286-290. |
| [12] | Zhang Kunyong, Yin Zongze. Influence on Soil's Deformation with Consideration of Stress-induced Anisotropy[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(4): 180-183. |
| [13] | Liu Wenbin, Tang Chunan, Tang Liexian. Numerical Simulation on Inflence of Residual Stength on Macroscopic Behavior of Rock Failure[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(2): 59-63. |
| [14] | ZHU Ji-wei, YAN Shu-wang, SUN Wan-he. Study on the Factors Influencing Lateral Deformation of Vacuum Preloading[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(6): 327-332. |
| [15] | the Effect of Soil Shearing strength Index on Slope Stability[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(3): 140-143. |
| [16] | Effect of Seepage on Soil Shearing Strength[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2001, 15(1): 8-10. |
| [18] | Bi Anjun. The Method of drawing Isoline of Water Table by Using the Method of Trend Surface Residual Superposition and the Triangulation Netwrok[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 1992, 6(3): 48-52. |
Copyright © Geotechnical Engineering Technique京ICP备12043220号-2
Address：No.79 Xibianmen Inner Street (Xibianmennei Dajie), Xicheng District, 100053, Beijing, P. R. China（100053）Tel：010-83117072 / 010-83196888Fax：（010）83117582Email：get099@263.net; ytgcjs@vip.163.com
Supported by:
Beijing Renhe Information Technology Co. Ltd
Geometrical Construction Method Used in Analyzing Horizontal Imparity Distribution of Soil Water Content[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2001, 15(3): 150-154.
DownLoad: