基于单三轴试验与直剪试验的层状软岩模拟

为探究模型试验中层状软岩模拟方法,依托九绵高速层状软岩隧道现场取样的室内试验结果,多次试验确定重晶石粉、石英砂、石膏粉、滑石粉和水的最优配比以模拟软岩基体,采用带孔薄膜模拟层理弱面的黏结作用,并通过直剪试验确定孔隙率,最后对不同层理角度与层理厚度的试样开展直剪与单、三轴试验以反映各向异性情况。结果表明：软岩基体模拟最优配比为0.55:0.15:0.07:0.06:0.17,重晶石粉对强度及破坏变形起决定作用,含量过低易压溃,含量过高产生上下贯通裂缝;采用30%孔洞率的薄膜模拟层理效果最佳;土样强度随层角呈U形变化,层厚减小（不小于2 cm）,强度减小。直剪试验中,45º层理剪切面朝层理方向倾斜,90º层理导致剪切面上下产生裂缝与碎裂,单三轴结果中,0º层理会产生小角度倾斜裂缝,45º层理产生垂直层理面的斜裂缝及二次破裂,90º层理产生顺层理的竖向劈裂;与现场结果对照后确定最优层厚为 3 cm,对层角与层厚的直剪与单三轴试验结果整体一致,揭示土样孔隙压密闭合−弹性−塑性胀裂破坏−徐变的过程。     

Modelling of anisotropic damage in brittle rocks under compression dominated stresses

A new model for describing induced anisotropic damage in brittle rocks is proposed. Although phenomenological, the model is based on physical grounds of micromechanical analysis. Induced damage is represented by a second rank tensor, which is related to the density and orientation of microcracks. Damage evolution is related to the propagation condition of microcracks. The onset of microcrack coalescence leading to softening behaviour is also considered. The effective elastic compliance of the damaged material is obtained from a specific form of Gibbs potential. Irreversible damage‐related strains due to residual opening of microcracks after unloading are also captured. All the model's parameters could be determined from conventional triaxial compression tests. The proposed model is applied to a typical brittle rock. Comparison between test data and numerical simulations shows an overall good agreement. The proposed model is able to describe the main features related to induced microcracks in brittle geomaterials. Copyright © 2002 John Wiley & Sons, Ltd.     

数据库驱动程序设计初探

对用数据库驱动的程序设计方法进行了讨论，该方法使程序简化、易扩充     

Extensive-Dilatancy Anisotropy (Eda) Inferred From Observations of Crustal Shear Waves Generated By A Refraction Experiment In Northern Scandinavia

Summary. Particle-motion plots of shear waves have been studied for the section FG of the FENNOLORA seismic experiment. Shear-wave splitting is observed on some records and the polarization of the first arriving shear waves show two peaks at about N35°W and N65°E. These results can be interpreted as being due to crack-induced anisotropy with the crack direction dominated by a (dominant) horizontal stress around N35°W. This is consistent with in situ stress measurements and focal mechanism studies in Scandinavia. the results show that seismic refraction experiments may be useful in providing evidence of crack-induced anisotropy in the stable continental crust.     

The anisotropy of loess magnetic susceptibility in the northeastern fringe of Qinghai-Xizang Plateau as an indicator of palaeowind direction

Estimates of the palaeo-subaerial wind direction were studied systematically for the first time by using the anisotropy of loess magnetic susceptibility (AMS) measurements in the northwestern China. One hundred and forty undisturbed oriented aeolian loess samples were collected from Lanzhou, Linxia and Wudu areas for AMS measurements, which indicated the subaerial wind directions were not the same while the loess deposited. From the Early Pleistocene to Middle Pleistocene till Late Pleistocene, the wind direction experienced an anticlockwise rotation in the studied area. We suggested this change was related to the uplift of the Qinghai-Xizang Plateau and the adjustment of current and landform effects.     

A middle surface concept (MSC) model for saturated sands in general stress space

An elastoplastic constitutive model is proposed for saturated sands in general stress space using the middle surface concept (MSC). In MSC, different features of stress–strain response of a material are divided into different pseudo‐yield surfaces. The true‐yield surface representing the true response is established by using various links between the yield surfaces. In this MSC sand model, several well‐known features of sand response are represented by three different pseudo‐yield surfaces, which are developed in a simple and straightforward way. These features include the critical state behaviour, the effects of state parameter, unloading and reloading plastic deformation, the influence of fabric anisotropy, and phase transformation line related behaviour. Finally, the model predictions and test results are compared for two different types of sands under a variety of loading conditions and good comparisons are obtained. The application of MSC to saturated sand modelling shows the versatility of MSC as a general concept for modelling stress–strain response of materials. Copyright © 2006 John Wiley & Sons, Ltd.