论岩体表征单元体积REV岩体力学参数取值的一个基本问题

本文论述了岩体力学性质的尺寸效应,提出了与岩体弹性参数相应的表征单元体REV的力学描述,根据中心极限定理推导了估算裂隙岩体REV 的数学表达式。研究表明,岩体表征单元体的大小是岩体力学性质尺寸效应的客观反映。本研究成果为合理选取岩体力学参数提供了一条新途径。     

韧性剪切带及其控矿作用——以新疆康古尔金矿为例

康古尔金矿具有独特的成矿地质特征,矿床位于石炭系火山岩区大型韧性剪切带的次级构造中.控矿构造表现为脆韧性剪切活动的特点,该脆韧性剪切带在成矿期的活动具有中低温、高应变速率、高差异应力的动力学特征.金矿床的分布受脆韧性剪切带控制,矿体由蚀变千糜岩和糜棱岩化火山岩中矿化富集地段组成,矿体产状平行于糜棱岩面理.矿化产于脆韧性变形强烈部位,脆性变形叠加有利于形成富金矿.     

The Behaviour of LNG Carrier Moored to a Jetty Exposed to Waves,Swell,Unsteady Wind and Current

—Most terminals for tankers are piers and sea islands,while other types include single pointmoorings and multiple-buoy moorings.The LNG and LPG carrier moored to the jetty is a very commonterminal for transfer of gas in open seas.It is important to estimate the motions and line tensions of theLNG carrier when it moors to a jetty in metocean environment.Normally,the motions of the LNG carrierwould be restricted by the loading arm,which is connected to LNG carrier＇s manifold.An example of125,000m~3 LNG carrier moored to a jetty exposed to a set of environment conditions is given.Amathematical model which is based on the equations of motion in the time domain is used to the analysisof LNG moored to an offshore jetty exposed to waves,swell,wind and current.By means of a time do-main computer program TERMSIM computations are carried out to determine and optimize the lay-outand/or orientation of the jetty and mooring gear in terms of forces in mooring lines and fenders and theenvelope of motions of the loadi     

Computation of Design Load and Motion for Floating Structures Navigating in Waves

—Analytical and numerical investigation is made of the source potential for floating structurewith forward speed in waves.A particular form is selected for numerical applications,where the double in-tegral of the Green function is transformed into the single one and the oscillation characteristics forintegrands in the specific computation domain are treated numerically.A comparison of calculated exam-p1es with published data is given and it shows that the numerical simulation is satisfactory and the accura-cy is adequate to engineering application.     

Study on Hydrodynamic Characteristics of Pipelines in Open Trenches

Based on hydrodynamic model tests,the relationship between relative hydrodynamic coefficientand cycle coefficient K_c is obtained by introducing the relative trench shape coefficient α_r;there is a goodrelation for the shallow trench.According to α_r of the designed trench shape and pre-chosen K_c,the reduc-tion coefficient and sheltering effect can be decided by the result provided in this paper.     

Experimental Study of Wave Pressure on a Breakwater Pier

Test studies on the wave pressure on a breakwater pier show that the influence of transmissivewave pressure on the outside wall of the breakwater pier is considerable,when the width of the pier is notvery large.The variations of transmissive wave pressure on the breakwater pier with different widths arecompared and the relationship is obtained between relative transmitting distance b/L and wave pressurereduction factor K,which may be used in the design of similar breakwater piers.     

Ultimate Compressive Strength Prediction for Stiffened Panels by Counterpropagation Neural Networks (CPN)

Stiffened Panels are important strength members in ship and offshore structures,A new methodbased on counterpropagation neural networks(CPN)is proposed in this paper to predict the ultimate compres-sive strength of stiffened panels.Compared with two-parametric polynomial,this method can take more pa-rameters into account and make more use of experimental data.Numerical study is carried out to verify thevalidation of this method.The new method may find wide application in practical design.     

坡顶住宅开裂原因探讨

由于边坡挡土墙设计失误、基础施工影响及原事故处理不当等原因,造成施工地段桩基-地基土-挡土墙体系超量位移,从而导致桌坡顶住宅楼开裂。通过在相应部位施工钻孔灌注桩,完善相关排水、隔水系统等措施,使住宅和边坡达到稳定。由此,应引起工程界对坡顶建筑-基础-地基土-边坡支护体系相互作用机理相关问题的重视。     

Dynamic Plastic Response of Circular Plates Resting on Fluid with Finite Deformation

This paper concerns the dynamic plastic response of a circular plate resting on fluid subjectedto a uniformly distributed rectangular load pulse with finite deformation.It is assumed that the fluid isincompressible and inviscous,and the plate is made of rigid-plastic material and simply supported along itsedge.By using the method of the Hankel integral transformation,the nonuniform fluid resistance is de-rived as the plate and the fluid is coupled.Finally,an analytic solution for a circular plate under a mediumload is obtained according to the equations of motion of the plate with finite deformation.