风化花岗岩

  • 网络Weathered granite;decomposed granite;CDG;disintegrated granite;P-Tr
风化花岗岩风化花岗岩
  1. 不排水条件下全风化花岗岩残积土工程特性与本构模型

    Fundamental behavior and constitutive modeling of a CDG residual soil under undrained shear

  2. 不排水条件下饱和全风化花岗岩填土的工程性能

    Engineering Behavior of Saturated CDG Fills under Undrained Conditions

  3. 全风化花岗岩脆性破裂和塑性蠕变对比CT表证

    Brittle failure and creep feature of completely decomposed granite presented in CT

  4. 原状全风化花岗岩三轴实验CT监测研究

    Triaxial test of undisturbed completely decomposed granite under CT monitoring

  5. 掺砂处理全风化花岗岩路基填料室内CBR试验研究

    The CBR Test Research on Intense Weathered Granite Mixed with Grait

  6. 基于地理信息系统(GIS)建立渝湛高速公路(粤境段)全风化花岗岩工程特性数据库查询系统。

    The database of distributing , basic physical mechanic property and engineering property of entirely decomposed granite is build based on the geographic information system ( GIS ) .

  7. 在对重塑试样的不排水三轴压缩试验的基础上,分析了全风化花岗岩(CDG)松散填土的工程性能。

    Based on a series of undrained triaxial compression tests on remoulded specimens , the engineering behavior of CDG loose fills is analyzed .

  8. 对于坡度较陡(20°)、厚度较大(≥6m)的土质岸坡、或强风化花岗岩岸坡,宜以格构锚工程为主,结合地表排水等进行防护。

    To stabilize those soil and strong weathered granite bank slopes which are thicker than 6 m , and gradients are greater than 20 °, grid anchorage technique and surface drainage should be taken .

  9. 堰基为淤积粉细砂层(厚度为10~15m)和强风化花岗岩层,在强风化层中残留有直径为0.5~2.5m的球状花岗岩块体。

    The cofferdam foundation consists of the silting silty sand layer with 10 ~ 15 m thickness and strong-weathered granite stratum throughout which the spheroidal granite blocks with diameter of 0 . 5 ~ 2.5 m remain .

  10. 同时,在R-20液压式回转钻机上安装数字式钻孔过程监测(DPM)系统,在风化花岗岩地基工程中进行试验,并在监测数据的基础上对钻进能量进行分析计算。

    Besides , a hydraulic rotary drill R-20 instrumented with a drilling process monitoring ( DPM ) system has been used for site investigation on weathered granite formation ; and drilling energy is further analyzed based on the monitored data .

  11. 介绍了安徽省风化花岗岩资源。

    The resource of weathered granite in Anhui Province was introduced .

  12. 全风化花岗岩道路边坡工程设计研究

    Study on the Design of Road Slope for Weathered Granite

  13. 深圳地区全、强风化花岗岩承载力探讨

    Study on bearing capacity of completely and intensely weathered granite

  14. 风化花岗岩地层旋转钻进中的能量分析

    Analysis of energy for rotary drilling in weathered granite formation

  15. 全风化花岗岩路堑边坡开挖数值模拟

    Excavation Numerical Simulation of Cut Slope of Completely Weathered Granite

  16. 五种不同途径获取全风化花岗岩孔隙度数值对比

    Study on porosity of completely decomposed granite with five methods

  17. 风化花岗岩路基土动态力学性能的试验研究

    Trial Study on Dynamic Behaviors of Weathered Granite Subgrade Soil

  18. 全风化花岗岩的路用动态特性研究

    Test study of dynamic characteristics of granitic residual soil for highway subgrade

  19. 全风化花岗岩抗剪强度影响因素分析

    Control factors on shear strength of completely decomposed granite

  20. 全风化花岗岩边坡破坏的判断

    Identification on the Failure of Completely Decomposed Granite Slope

  21. 提出合理开发和保护风化花岗岩资源的建议。

    The suggestion for reasonable development and protection of weathered granite was presented .

  22. 另外,对风化花岗岩水泥稳定土的工程性质也进行了研究。

    In addition , engineering characteristics of weathered granite cement stabilization are studied .

  23. 全风化花岗岩样品中粘土矿物含量变化对比

    Variation of Clay Mineral Contents in Completely Decomposed Granite

  24. 强风化花岗岩中钻孔扩底灌注桩承载性状试验

    Experimental Study on Bearing Behavior of Bored Belled Piles in Strong Weathered Granite

  25. 风化花岗岩土壤侵蚀规律和预测方程的探讨

    Study on the law of erosion of weathering granite and its forecast equation

  26. 全风化花岗岩抗剪强度试验结果对比及影响因素分析

    Comparison of shearing strengths of the completely decomposed granite and analysis of contributing factors

  27. 降雨是造成我国东南部土壤侵蚀的主导因子,风化花岗岩又是南方土壤侵蚀的重要组成部分。

    Weathered granite areas are the important part of soil erosion in southeast China .

  28. 风化花岗岩声谱特征分析

    Study on Acoustic Spectral Characteristics of Weathered Granite

  29. 全风化花岗岩全岩和粘粒中粘土矿物含量变化对比

    Comparison of clay mineral content variations in clay-size portions and bulky completely decomposed granite

  30. 全风化花岗岩动强度特性研究

    Dynamic Strength Properties of Fully Decomposed Granite