风化花岗岩
- 网络Weathered granite;decomposed granite;CDG;disintegrated granite;P-Tr
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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
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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
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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
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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
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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
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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 ) .
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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 .
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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 .
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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 .
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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 .
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介绍了安徽省风化花岗岩资源。
The resource of weathered granite in Anhui Province was introduced .
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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
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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
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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
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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
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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
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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
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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
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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
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全风化花岗岩边坡破坏的判断
Identification on the Failure of Completely Decomposed Granite Slope
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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 .
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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 .
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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
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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
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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
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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
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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 .
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风化花岗岩声谱特征分析
Study on Acoustic Spectral Characteristics of Weathered Granite
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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
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全风化花岗岩动强度特性研究
Dynamic Strength Properties of Fully Decomposed Granite