根据得到的动力学参数与治理前的数据比较，检验治理后碎石土边坡灌浆效果。
The comparison of dynamic parameters and the data before governance tested the grouting effect of debris slope after governance.
结合碎石土的特点，采用细粒土含量控制试样的含水量，在同一竖向压力下制样。
According to the feature of gravel-soil, the water content of sample is controlled by granule soil content and sampled under the same vertical pressure.
在松散的滑坡堆积碎石土和中强风化岩地基上进行加密灌浆，取得了明显的加固效果。
This paper introduced the grouting effects of the foundation reinforce on the incompact soil with gravels and the weathered rock.
系统地研究了碎石土振动压实特性，研究结果具有重要的理论研究意义和工程指导作用。
The vibrating compaction performance of gravel soils is summed up at last. All of these results have important significance both to theory study and to engineering practice.
并将相关数学模型以经验公式的形式进行了总结，对碎石土强夯地基的检测具有指导意义。
The associated mathematic model has been summarized by using empirical formulae, which will guide the detection of the heavily compacted broken stone filled in foundation.
同时，结合其他工程实例，对弹塑性接触有限元算法在碎石土滑坡稳定性分析中的适用性进行研究。
Meanwhile, with other engineering concrete examples, the applicability of contact elastoplastic finite element algorithm used to analyze the debris landslide stability was studied.
通过对比分析碎石土加筋前后高压大三轴饱和固结排水试验结果，研究碎石土加筋的抗剪强度特性。
A research about the shear strength of gallet is carried out by comparison of the outcomes of high pressure and large scale triaxial tests of reinforced and unreinforced gallet.
在大型三轴仪上进行了素碎石土和加筋碎石土的三轴排水剪切试验，探讨了加筋碎石土的强度及变形特性；
On the large-scale triaxial test equipment, 3D shear test of polymer geogrid reinforced crushed gravel soil and non-reinforced soil were carried out.
为深入了解认识风化料和碎石土作为心墙防渗料的可靠性，开展了现场碾压试验研究。结果表明：页岩风化料作为心墙防渗料是可行的，特别是全、强上混合料，更具有可靠的防渗性能；
For deeply recognizing the reliability of the weathered rock and crushed rock soil used as seepage proof material for the core wall, the field compaction test was conducted.
在我国南方地区，含碎石粘性土边坡失稳是输电线路边坡滑坡的主要类型。
In southern China, gravel containing cohesive soil side slope destabilization is the prime land slide type of transmission line side slope.
同时指出采用石灰桩、碎石桩等对桩周土进行加固，能有效地提高单桩载力及降低桩基沉降。
It is pointed out at the same time that reinforcement of pile-surrounding by lime-piles. Crushed stone piles. Etc, can effectively raise bearing capacity of piles. And reduce pile settlement.
指出干振碎石桩处理浅层软弱地基土技术可靠，成本低，工期短的优点。
The results have proved that treating superficial layer soft foundation with dry vibration crushed stone piles has advantages of reliable technology, low cost and short time limit.
碎石桩；复合地基；静载荷试验；桩土应力比。
而腐殖土下面的土壤却不是黑色的，这种浅色的土壤很像沙子，它是由碎石变成的。
The soil under the humus is not dark. This lighter soil is rather like sand; it is made of bits of rock.
CFG桩是水泥粉煤灰碎石桩的简称，它是由水泥、粉煤灰、碎石、石屑和砂加水拌合形成的高粘结强度桩，和桩间土、褥垫层一起形成复合地基。
CFG pile is short for the cement fly-ash gravel pile, which is mixed to a high bond strength pile with sand and water. CFG pile composite is formed by CFG pile, the soil between piles and cushion.
结合秦沈线施工特点，具体指出路基采用细粒土、粗粒山皮土和级配碎石几种具有代表性填料进行填筑的技术要求。
Considering the features of the construction of this line specific requirements are specified in the filling such as filling with fine earth, coarse mountain surface soil and graded crushed stones.
研究表明，在连续级配碎石、砂砾、石灰稳定土、石屑几种回填材料中以自然级配砂砾石为最佳台背回填材料。
According to the research, the natural graded gravel is the best backfill material of graded crushed stone, grit, lime stabilized soil and rock chips.
坡脚开挖或坡面堆载时，含碎石粘性土边坡经常发生滑坡。
Landslides often develop in pebbly clay slopes as toe cutting or surface loading.
指出在含碎石黏性土滑坡的防治中，应将地下水排水措施作为主要防治措施。
It is pointed out that underground drainage engineering should be the main measure in pebbly-clay landslide control.
结合工程实例，介绍了在高地震区砂土液化地基土处理中，应用碎石桩、CFG桩组合型复合地基。
The application of gravel pile and CFG pile composite foundation in foundation treatment of liquefaction of sand and soil in seismic area is introduced combined with engineering example.
碎石桩；复合地基；静载荷实验；桩土应力比。
Gravel pile; Composite foundation; Static load test; Pile-soil stress ratio.
植入粘性土中的碎石桩是地基中的排水通道，它们具有加快桩周土的固结速度和增大桩周土的抗剪强度的作用。
Stone columns installed in clayey soils function as drainage passages. They effect to hasten the rate of consolidation and enhance the shearing strength of the surrounding soils.
揭示了滑体沿滑面的滑动位移具有差异性滑动的变形非协调现象，为分析地表变形和滑坡解体过程奠定了新的理论基础。对含碎石粘性土滑坡的不同治理措施进行了系统研究。
It's also discovery that there is displacement discrepancy in the slide mass along the slip surface, which sets new theoretical base for ground surface deformation analysis and slope failure process.
为了解决强夯时产生的超孔隙水压力问题，提出了加固饱和粉土、粉质粘土地基的强夯碎石桩法。
Based on the problems of the saturated silt foundation, authors analyze the failure cause of dynamic consolidation on saturated soft foundation in the past.
贵州珍酒厂技改工程建筑汤地位于岩溶台地上，第四系为粘性土-碎石层，发现土洞30个。
Theconstruction site of Guizhou Zhen-Wine Plant lies on a karst platform, where Qua-ternary layer consists of clayey soil and crushed stone.
贵州珍酒厂技改工程建筑汤地位于岩溶台地上，第四系为粘性土-碎石层，发现土洞30个。
Theconstruction site of Guizhou Zhen-Wine Plant lies on a karst platform, where Qua-ternary layer consists of clayey soil and crushed stone.
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