| 1. | Numerical analysis of stress and displacement field in layered soil of diggings
矿区层状地基中应力和位移场的数值分析 |
| 2. | Time domain torsional response of dynamically loaded pile in hysteretic type damping soil layer
层状地基中群桩水平振动 |
| 3. | Methods for estimating bearing capacity of layered foundations in harbor engineering
港口工程中非均质层状地基承载力计算方法 |
| 4. | An integral equation approach and parametric analysis for single pile in layered soil
层状地基中单桩性状的积分方程解法及其参数 |
| 5. | Theoretical study of horizontally loaded single pile in layered soil considering consolidation and rheology of soil
考虑固结和流变的层状地基中的水平单桩的理论分析 |
| 6. | With the program , the paper analysis the uniform soil condition and the layered soil condition separately
利用该程序，本文对浅基础的地基分均质地基和层状地基两类情况分别进行了分析。 |
| 7. | By the transfer matrixes , the solutions of 3 - d dynamic response of layered transversely isotropic saturated soils are presented
研究了直角坐标系下横观各向同性饱和层状地基的稳态动力响应问题。 |
| 8. | Based on predecessor ’ s achievements , this thesis has studied the intrinsic interaction mechanism of pile - pile and pile - soil in the layered soil
在前人研究成果的基础上,本文研究了层状地基中桩与桩、桩与土相互作用的内在机制。 |
| 9. | The analytic solutions of isotropic elastic layered soil under axisymmetrical , rectangular and strip loads were derived from the basic equations of isotropic elastic mechanics by means of transfer - matrix method . by the result , can easily calculate the additional stress and settlement in layered soil . but these solutions could not properly assess the errors from the elastomer of the bottom layer in foundation soil
从各向同性弹性力学基本方程出发，利用传递矩阵法推导出的多层弹性地基问题在轴对称荷载、矩形荷载和条形荷载作用下附加应力与沉降的解析解，可以方便地求出层状地基中的附加应力和沉降，而他们均没有考虑最下层弹性体计算深度引起的误差影响。 |
| 10. | Based on the current research , further development has worked as follows . ( 1 ) the theory bf mutilayered elastic half space is applied to the interaction analysis of mat and pile ? at foundation of tall building firstly in this paper , which provide a reasonable method for interaction analysis of foundation on layer soil
在前人工作的基础上本文进一步作了以下工作： （ 1 ）把多层弹性半空间理论应用于片筏和桩筏基础的共同作用分析中，使得层状地基上片筏和桩筏基础的计算更为合理。 |
