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91.
This paper discusses the results of an investigation on the influence of rainfall intensity and duration on the suction distribution within a soil mass. A series of numerical analyses were conducted on an infinite slope model to simulate the responses of the slope consisting of typical soil types to various rainfall intensities and durations from selected locations in the Malaysian Peninsular. The study showed that the critical duration was governed by three major factors: the saturated permeability of the soil, the geographical location, and the depth of the slip plane. The critical rainfall duration for highly permeable soil was 1 day, while 30 days of antecedent rainfall were required for the stability analysis of a slope made of soil with low saturated permeability. The critical duration of antecedent rainfall in soils with intermediate saturated permeability was found to vary with the rainfall pattern. A chart is proposed to determine the critical duration, critical intensity and critical suction for each type of soil. 相似文献
92.
利用浸出试验方法,对火电厂粉煤灰进行浸出特性的测定,对其有害特性进行鉴别并分析其浸出规律,从而为地下水受粉煤灰排水影响后的水质预测、堆灰场选址、环境影响评价提供依据. 相似文献
93.
长兴金矿床主要产于长兴岩体钾长混合花岗岩及其外接触带交溪组变质岩中,矿体受断裂(裂隙带)控制,呈透镜状、不规则脉状分布,综合分析认为交溪组变质岩为初始矿源层,加里东期混合岩化使金在有利构造部位形成初步富集,印支晚期-燕山早期构造-岩浆热液叠加成矿,矿床成因类型为中温热液充填交代型金矿床,其工业类型为破碎带蚀变岩型金矿床。 相似文献
94.
老柞山金矿田鸡爪沟金矿床地质特征及成因探讨 总被引:1,自引:1,他引:1
分析了鸡爪沟金矿床地质特征和成因 ,并对形成过程进行理论推导 ,认为该矿床为与火山作用有关的中温岩浆热液充填型矿床。 相似文献
95.
96.
97.
Conditioning mean steady state flow on hydraulic head and conductivity through geostatistical inversion 总被引:3,自引:2,他引:3
A. F.?Hernandez S. P.?NeumanEmail author A.?Guadagnini J.?Carrera 《Stochastic Environmental Research and Risk Assessment (SERRA)》2003,17(5):329-338
Nonlocal moment equations allow one to render deterministically optimum predictions of flow in randomly heterogeneous media and to assess predictive uncertainty conditional on measured values of medium properties. We present a geostatistical inverse algorithm for steady-state flow that makes it possible to further condition such predictions and assessments on measured values of hydraulic head (and/or flux). Our algorithm is based on recursive finite-element approximations of exact first and second conditional moment equations. Hydraulic conductivity is parameterized via universal kriging based on unknown values at pilot points and (optionally) measured values at other discrete locations. Optimum unbiased inverse estimates of natural log hydraulic conductivity, head and flux are obtained by minimizing a residual criterion using the Levenberg-Marquardt algorithm. We illustrate the method for superimposed mean uniform and convergent flows in a bounded two-dimensional domain. Our examples illustrate how conductivity and head data act separately or jointly to reduce parameter estimation errors and model predictive uncertainty.This work is supported in part by NSF/ITR Grant EAR-0110289. The first author was additionally supported by scholarships from CONACYT and Instituto de Investigaciones Electricas of Mexico. Additional support was provided by the European Commission under Contract EVK1-CT-1999-00041 (W-SAHaRA-Stochastic Analysis of Well Head Protection and Risk Assessment). 相似文献
98.
Arnol'd Nonlinear Stability Theorems and their Application to the Atmosphere and Oceans 总被引:2,自引:0,他引:2
Within the context of atmospheric and oceanic fluid dynamicsthe problems of nonlinear stability and instability, particularlythe Arnol'd second type nonlinear stability, are surveyed.The stability criteria obtained by means of the energy-Casimirand energy-Lagrange methods are presented for a varietyof models, the estimates for various generalized perturbationenergy and enstrophy are given. Potential applications of thesecriteria are shown in the estimation of bounds on the perturbationenergy and enstrophy, in the diagnostic study of the persistence orbreakdown of jet flows in the middle and high latitudes, and in theverification of the validity of the tangent linear model in bothatmospheric dynamics and oceanography.Some further research results are also highlighted. 相似文献
99.
Damping characteristics of friction damped braced frame and its effectiveness in the mega-sub controlled structure system 总被引:10,自引:1,他引:10
Based on energy dissipation and structural control principle, a new structural configuration, called the mega- sub controlled structure (MSCS) with friction damped braces (FDBs), is first presented. Meanwhile, to calculate the damping coefficient in the slipping state a new analytical method is proposed. The damping characteristics of one-storey friction damped braced frame (FDBF) are investigated, and the influence of the structural parameters on the energy dissipation and the practical engineering design are discussed. The nonlinear dynamic equations and the analytical model of the MSCS with FDBs are established. Three building structures with different structural configurations, which were designed with reference to the conventional mega-sub structures such as used in Tokyo City Hall, are comparatively investigated. The results illustrate that the structure presented in the paper has excellent dynamic properties and satisfactory control effectiveness. 相似文献
100.