Experimental analysis of shear strength of undisturbed soil in leucaena forest in Jiangjia Ravine, Yunnan, China

2010 ◽  
Vol 7 (4) ◽  
pp. 386-395 ◽  
Author(s):  
Zhen Jiao ◽  
Daojie Wang ◽  
Hong Xie ◽  
Jinshan Zhang ◽  
Linghui Guo
RSC Advances ◽  
2016 ◽  
Vol 6 (53) ◽  
pp. 47753-47760 ◽  
Author(s):  
M. C. Righi ◽  
S. Loehlé ◽  
M. I. De Barros Bouchet ◽  
S. Mambingo-Doumbe ◽  
J. M. Martin

Sulfur reduces the adhesion and shear strength of iron more effectively than phosphorus. The surface chemistry, well described by first principles calculations, impacts macroscale tribological properties.


1987 ◽  
Vol 38 (4) ◽  
pp. 791 ◽  
Author(s):  
KY Chan ◽  
JA Mead ◽  
WP Roberts

Poor early growth of wheat under direct drilling on a hardsetting duplex soil was studied in the light of a range of soil physical and biological properties. Two systems of direct drilling were included in the study: one with a short fallow maintained by herbicide (chemical fallow), and another in which a fallow period was absent and herbicide was applied 1 week before sowing (nil fallow). Plant measurements indicated that the poor early growth observed under both direct drilled systems, as compared to that under conventional cultivation, was not due to poor germination or poor emergence. Rather, it was shown to be a consequence of reduced growth after establishment. Weight per plant measured 64 days after sowing for the conventional, chemical and nil fallow treatments was found to be in the ratio of 3.2: 1.8 : 1.0, respectively. Soil physical measurements during the 9 weeks from sowing indicated that moisture availability was unlikely to be an important factor affecting the observed growth difference for the particular season. Much higher bulk density (1.66 versus 1.35 Mg/m3 at 50-100 mm) and vane shear strength values were found in the undisturbed soil between the drill rows in the top 100 mm of the two direct drilled treatments. Vane shear strength measured in the top 50 mm layer of the direct drilled plots was up to 2.9 times higher between the drill rows than in the drill rows. The poor vegetative growth on the chemical fallow plots was probably caused by restricted root growth in the denser and stronger 0-100 mm depth of undisturbed soil. The poor early vegetative and root growth of wheat in the nil fallow could not be fully explained by the soil physical properties, but indicated the presence of other root inhibitory factors. Our results suggest that one such factor is the presence of inhibitory Eacteria on the roots.


Author(s):  
Hang Lin ◽  
Penghui Sun ◽  
Yifan Chen ◽  
Youyan Zhu ◽  
Xiang Fan ◽  
...  

2012 ◽  
Vol 214 ◽  
pp. 333-337
Author(s):  
Guang Zhang ◽  
Jun Rong Ma ◽  
Jing Xi Chen ◽  
Hua Lin Zhou ◽  
Dong Hua Wang

To obtain the necessary shear strength parameters of the retaining wall bottom in a bank revetment project, in-situ shearing strength test must be conducted. There are 3 kinds of foundations. One is undisturbed soil foundation, and the other two are composite foundations. Due to the limited of the engineering conditions, each kind of foundation has prepared one specimen only. So the single shearing strength test can't separate cohesion c and friction angle φ. To solve this problem, a method which is a combination of shear strength test and sliding strength test is used. Sliding strength test is carried on specimens that have already failed after shearing strength test. This test is carried in wet conditions and cohesion values and friction angle values are obtained. In addition, the influence of the processing of composite foundation to equivalent friction coefficient is analyzed. Test result can be referenced by bank revetment projects which have similar geological conditions.


1991 ◽  
Vol 2 (2) ◽  
pp. 153-160 ◽  
Author(s):  
Takahiro Tamura ◽  
Tsunemi Shigematsu ◽  
Takashi Hara ◽  
Syuuji Nakano

2018 ◽  
Vol 15 (7) ◽  
Author(s):  
Lana Daniele dos Santos Gomes ◽  
Dênio Ramam Carvalho de Oliveira ◽  
Bernardo Nunes de Moraes Neto ◽  
Adelson Bezerra de Medeiros ◽  
Alcebíades Negrão Macedo ◽  
...  

2011 ◽  
Vol 243-249 ◽  
pp. 2487-2490
Author(s):  
Jiang Feng Wang ◽  
Yong Le Li ◽  
Yan Bin Gao ◽  
Yong Xiang Yang

The direct shear tests were conducted with undisturbed and reconstituted soft clay, then the structural influence on shear strength was studied, and the laws were got. No matter shear strength of slow shear or consolidated quick shear on undisturbed and reconstituted soil have not peak values, strength line of reconstituted soil is a slash, but the shear strength line of undisturbed soil is obviously a broken line. The internal friction angle of undisturbed and reconstituted soil is basically the same. There are good linear relationship between internal friction angle and plastic index of clayey soil. The amplitude of internal friction angle of reconstituted soil decreasing with plastic index increasing is less than that of undisturbed soil. From wf-lgp curve can be seen, with the increasing of vertical stress, water content of shear failure decrease gradually, and linear correlation of each curve is very good.


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