Probabilistic evaluation and field testing of the stability and erodibility of vegetated slopes

2014 ◽  
Author(s):  
Hong Zhu
2021 ◽  
Vol 18 (1) ◽  
pp. 275-290
Author(s):  
Yun-peng Li ◽  
Chao Hu ◽  
Li Jian ◽  
Ran Zhao ◽  
Chen Li

2021 ◽  
Vol 11 (23) ◽  
pp. 11506
Author(s):  
Parvesh Kumar ◽  
Amit Kumar Shrivastava

This paper presents a new testing method for the problems encountered in field testing. To this end, single-tunnel and twin-tunnel small-scale rock models are prepared in the laboratory. A new methodology is proposed to encounter problems that are faced during field testing. The test results show that rock strength characteristics, overburden pressure, and tunnel spacing have important effects on the stability of underground structures. For rocks with poor strength properties, the damage degree is greater. When the strength property of rock changes, the deformation value of unlined tunnels changes from 21.05% to 27.58%, while that of lined tunnels changes from 11% to 21.42%. Also, in the twin tunnel, the deformation value reduces from 20% to 15.78% when the spacing between the tunnels is increased. For the measurement of stress and deformation in tunnels, the results obtained from experiments are analyzed. The method adopted in this study helps determine the tunnel’s design parameters to make it safe under overlying static loads. Finally, the key factors affecting the stability of underground structures are determined by simulating the field conditions through experimental research.


2008 ◽  
Vol 23 (2) ◽  
pp. 89-93 ◽  
Author(s):  
Jingyi Li ◽  
Richard Meilan ◽  
Cathleen Ma ◽  
Michael Barish ◽  
Steven H. Strauss

Abstract Herbicide resistance may be useful for reducing costs and environmental impacts, and improving yields, during weed control in poplar plantations. However, genetically engineered traits can sometimes show instability, which would compromise their commercial value. To study the stability of herbicide resistance, we analyzed resistance to the contact herbicide glufosinate in 384 transgenic plants originating from 32 gene-insertion events created within two Populus hybrids (P. tremula × P. alba and P. tremula × P. tremuloides). Resistance was measured at the start and end of an 8-year period during which trees were cut and allowed to resprout in the field several times. The transgenic events had widely varying levels of resistance, ranging from complete tolerance to nearly complete sensitivity. When analyzed as three classes (tolerant, intermediate, and sensitive), the levels of resistance remained stable, and there were no cases of resistance breakdown. The level of theresistance-conferring PAT protein, based on enzyme-linked immunosorbent assays, was strongly correlated with resistance class; thus, simple protein assays should enable early screening for acceptable resistance levels. Our data suggest that commercial levels of herbicide resistance and stability can be introduced into elite clones of hybrid poplar with as little as 2–3 years of transformation and field testing.


Author(s):  
M. I. S. Fazlina ◽  
Putera Agung Maha Agung ◽  
A. T. S. Azhar ◽  
Muhammad Nizam Zakaria ◽  
Mustaffa A. Ahmad ◽  
...  

The most fundamental of unsaturated soil is matric suction parameter. Matric suction in unsaturated soils plays an important role in controlling physical and mechanical properties. This parameter can influence some other important parameters of soil, such as effective stress, shear strength, swelling pressure, etc. Investigation of matric suction was performed on Ayer Hitam soil, at Batu Pahat District, Johor, Malaysia. Field monitoring works were conducted with and without dolomite treatment at the slopes of Ayer Hitam acidic soil. Field testing used some devices to find out the behavior of matric suction during the rainy session. The result shows that the soil matric suction with dolomite treatment is larger than without treatment and matric suction has a significant difference around 20 – 50 kPa. Enhancement of acidity from the dolomite treatment was not only decreasing pores size caused by the alternating of the microstructure of soil but also leading to increasing the matric suction. The treatment of dolomite material is able to control matric suction and increase the stability of slope acidic Ayer Hitam soil.


2011 ◽  
Vol 105-107 ◽  
pp. 1456-1459
Author(s):  
Xiang Dong Zhang ◽  
Zhi Liu ◽  
Xi Jun Liu

In order to study the foundation pit supporting structure displacement of the change rule and different parameters on the transverse displacement effect of pile. My research based on supporting structure engineering of Shenyang Washington. We use the software ADINA as a research tools to establish a finite element model. We simulated and analyzed the displacement with and without anchor. Results show that adding anchor supporting played a very good supporting effect, and the simulation results and actual test results compared and analyzed proved reasonable and simulation design scheme was feasible, this excavation has some guidance for the engineering and a certain reference for similar deep foundation pit bracing. [1]


2011 ◽  
Vol 120 (1-4) ◽  
pp. 10-17 ◽  
Author(s):  
L. Xu ◽  
F.C. Dai ◽  
L.G. Tham ◽  
X.B. Tu ◽  
H. Min ◽  
...  

2021 ◽  
Vol 11 (20) ◽  
pp. 9640
Author(s):  
Jianlin Xie ◽  
Weibing Zhu ◽  
Jialin Xu ◽  
Xiaozhen Wang ◽  
Limin Wang

Owing to alternate mining of the new and old mining areas on sites, the mining thickness and width of the working face for pier-column backfilling varies. Thus, there is an urgent need to determine the impact on the bearing performance of the backfilled pier-column after changing the mined dimensions. This study consisted of three-dimensional numerical simulations, physical experiments, and field testing. These methods were performed to study the impact on the stability of the backfilled pier-column after changing the dimensions of the working face. The numerical and physical simulation results revealed that the mining thickness has a greater impact on the stability of the backfilled pier-columns than the width. Field testing results proved that the designed parameters for the backfilled pier-column in situ satisfy the bearing requirements; thus, it can effectively support the overlying strata of the goaf after mining. When increasing the mining thickness, the stress borne by the pier-column increased, and its stability decreased. Upon increasing the mining width, the variation in the stress exerted onto the pier-column was remarkably small, and the change of the elastoplastic zone of the pier-column was also minimal.


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