含水量对非饱和黄土强度的影响

LEI Sheng-you; LI Zhi-yuan; WANG Ji-qing; LIU Zhao

doi:10.19818/j.cnki.1671-1637.2012.01.001

含水量对非饱和黄土强度的影响

doi: 10.19818/j.cnki.1671-1637.2012.01.001

长安大学公路学院, 陕西西安 710064

基金项目:

National Natural Science Foundation of China 59479017

详细信息

中图分类号: U416.1
计量
- 文章访问数: 841
- HTML全文浏览量: 114
- PDF下载量: 614
- 被引次数: 0
出版历程
- 收稿日期: 2011-10-22
- 刊出日期: 2012-02-25

Effect of water content on strength of unsaturated loess

School of Highway,Chang'an University,Xi'an 710064,Shaanxi,China

Funds:

National Natural Science Foundation of China 59479017

More Information

Author Bio:
LEI Sheng-you(1965-), Male, Chengcheng, Shaanxi, Professor of Chang'an University, PhD, Research on Geomechanics, +86-29-82335310, rongrongl1085310@sina.com

Article Text (Baidu Translation)

摘要

摘要: 将非饱和土基质吸力对土体强度的贡献等效为小主应力增量, 通过分析土体极限应力莫尔圆的几何图形, 求得小主应力增量, 并认为土体在破坏时处于极限状态, 提出了粘聚力和内摩擦角同时变化时的土体强度计算方法, 得到了强度参数随含水量变化的函数关系式, 研究了非饱和黄土破坏时大主应力随含水量变化的关系曲线。分析结果表明:计算曲线与试验曲线的变化规律相同, 随着含水量的增大, 大主应力计算值和实测值的差异越来越小, 其相对误差最大值为11.63%, 最小值为1.59%, 说明该计算方法是可靠的;随着含水量的增大, 当粘聚力和内摩擦角同时变化时, 大主应力计算值较小, 当仅有内摩擦角变化时, 大主应力计算值较大, 两者相差1.26~2.17倍, 说明含水量的变化对非饱和黄土的强度有显著影响。
- 路基工程 /
- 非饱和黄土 /
- 含水量 /
- 强度增量 /
- 等效围压 /
- 三轴试验
Abstract: Loess suction's contribution to its strength was regarded as the increment of minor principal stress.The increment was gained by analyzing the Mohr's circle geometric figure of loess ultimate stress.When loess was in ultimate state at failure, a computation method of loess strength was put forward under the condition that the cohesion and the internal friction angle synchronously changed, the relationship between the strength indexes and water content was obtained, and the relationship curves of major principal stress and water content of unsaturated loess were analyzed at failure.Computation result shows that the changing rules of computation curves and test curves for major principal stress are same, their difference becomes smaller with the increase of water content, the maximum is 11.63%, and the minimum is 1.59%, so the method is credible.With the increase of water content, when the cohesion and the internal friction angle both change, the computation value of major principal stress is larger than the value only when the cohesion changes, their relative error range is 1.26-2.17 times, which indicates that the influence of water content on the strength of unsaturated loess is significant.
- subgrade engineering /
- unsaturated loess /
- water content /
- strength increment /
- equivalent confining pressure /
- triaxial test

HTML全文

Figure 1. Variable relationship

下载: 全尺寸图片幻灯片

Figure 2. Relationship of strength indexes and water content

下载: 全尺寸图片幻灯片

Figure 3. Relationship curves of major principal stress and water content under different σ₃

下载: 全尺寸图片幻灯片

Figure 4. Relationship curves of major principal stress and water content in double change and single change

下载: 全尺寸图片幻灯片

Table 1. Relationship of strength indexes and water content

参考文献(12)

[1]	LIU Chun, DING Li. Strength characteristics of unsaturated loess based on general tri-axial test[J]. Geology and Prospecting, 2002, 38(5): 89-91.
[2]	FENG Zhi-yan, QIU Ben-sheng, XIE Ding-yi. Experimental study of triaxial test of loess[J]. Journal of Xi'an University of Architecture and Technology: Natural Science Edition, 2010, 42(6): 803-808.
[3]	CHEN Hui, WEI Chang-fu, LI Huan, et al. A modified weighing-outflow method for measuring soil-water characteristic curve of unsaturated soils[J]. Rock and Soil Mechanics, 2010, 31(7): 2141-2145, 2152.
[4]	GUAN Liang, CHEN Zheng-han, HUANG Xue-feng, et al. Study on the strength character of unsaturated loess by three-dimensional tests[J]. Building Science, 2011, 27(11): 55-57, 78.
[5]	XIE Ni, ZOU Wei-lie, YAN Qiu-rong, et al. Experimental research on response of a loess subgrade slope to artificial rainfall[J]. Journal of Sichuan University: Engineering Science Edition, 2009, 41(4): 31-36.
[6]	WANG Zhao, ZOU Wei-lie, LI Xia. Measurement and application of suction in unsaturated soils[J]. Journal of SichuanUniversity: Engineering Science Edition, 2004, 36(2): 1-6.
[7]	LIN Hong-zhou, LU He, LIU Bang-an, et al. Variation of matric suction of unsaturated soil measured by using tensiometer and its engineering practice[J]. Geotechnical Investigation and Surveying, 2007(7): 7-10.
[8]	LEI Sheng-you. Analysis on the strength property of reinforced earth retaining structure(wall)in the V-shaped gully[J]. Journal of Chongqing Jiaotong University, 2001, 20(1): 65-68, 73.
[9]	LEI Sheng-you. Study of shear strength of reinforced soils considering soil damage due to reinforcements[J]. Journal of China Three Gorges University: Natural Sciences, 2010, 32(6): 42-46. http://search.cnki.net/down/default.aspx?filename=WHYC201006011&dbcode=CJFD&year=2010&dflag=pdfdown
[10]	ZHAO Hui-li, ZHANG Mi, LI Zhao-ping. The study of water content influence on unsaturated soil shear strength by test[J]. Journal of Shijiazhuang Railway Institute, 2001, 14(4): 30-33.
[11]	CHENG Bin. The relationship between shear strength and water content of Q₃ loess in North Shaanxi and its engineering applying[D]. Xi'an: Xi'an Coal Research Institute, 2007.
[12]	DANG Jin-qian, LI Jing. The structural strength and shear strength of unsaturated loess[J]. Journal of Hydraulic Engineering, 2001(7): 79-83, 90.