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Understanding Symmetric and Asymmetric DNA Patterns by Water Flow on a Solid Surface
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作者 LIDing FANGHai-Ping 《Communications in Theoretical Physics》 SCIE CAS CSCD 2003年第1期125-128,共4页
In order to use DNA for making molecular device, specific DNA patterns on a solid surface should be constructed. In this paper, we will show that the random interactions between the DNA segments and the solid surface ... In order to use DNA for making molecular device, specific DNA patterns on a solid surface should be constructed. In this paper, we will show that the random interactions between the DNA segments and the solid surface play an important role in the final symmetric and asymmetric DNA patterns obtained by water flow. 展开更多
关键词 DNA pattern random interaction
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Estimating the properties of weathered bedrock and pile-rock interaction from the geological strength index 被引量:1
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作者 ZHOU Chun-mei SHAO Wei +1 位作者 YIN Kun-long YANG Zong-ji 《Journal of Mountain Science》 SCIE CSCD 2018年第8期1757-1776,共20页
The effect of variable rock mass properties on pile-rock interaction poses a great challenge to the design of stabilizing piles and numerical analysis of pile-rock interaction. The paper presents a novel method to est... The effect of variable rock mass properties on pile-rock interaction poses a great challenge to the design of stabilizing piles and numerical analysis of pile-rock interaction. The paper presents a novel method to estimate the properties of weathered bedrock, which can be applied to routine design of landslide-stabilizing piles for collivial landslides. The Ercengyan landslide located in the Three Gorges Reservoir, China, is the area of interest for this study. A geological investigation and triaxial tests were conducted to estimate the basic parameters, including Geological Strength Index(GSI), uniaxial compressive strength σ_(ci) and Hoek-Brown constant m_i of intact bedrock in the study area. Hoek-Brown criterion was used to estimate mechanical properties of the weathered rock, including elastic modulus E_m, cohesion c, friction angle Φ, and normal ultimate lateral resistance p_(max). A parametric study was performed to evaluate the effect of parameterizations of GSI, σ_(ci) and m_i on the bedrock properties and p-y curves. The estimated rock mass properties were used with PLAXIS 2D software to simulate pile-rock interaction. Effect of GSI on stress at the pile-rock interface and in the rock, pile bending moment, pile shear force, and p-y curve were analysed. 展开更多
关键词 LANDSLIDE Stabilizing pile Weathered rock Pile-rock interaction Geological strength index
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