本文选择了采取室内模型试验的研究方法。
针对锚杆加固后的碎裂结构岩体进行了室内模型试验。
An indoor model test is carried out on rock mass of cracked structure reinforced by the bolt.
通过室内模型试验，进一步验证了本文结论的正确性。
With indoor model test, the conclusion of the paper is further verified.
介绍了以黄土地层作为支护对象的锚杆室内模型试验。
A model test of anchor in laboratory is presented, where the loess is taken as the supported object.
通过室内模型试验探讨了土体在高压气体作用下的响应及劈裂现象。
A model test in laboratory is designed in this study to simulate the response of soils to the high-pressurized air.
在室内模型试验的基础上对加筋路堤进行了颗粒流离散元模拟分析。
The PFC numerical simulations (Discrete Element Method) were carried out on the base of the results of model test.
三组室内模型试验表明具有软弱下卧层的地基破坏模型基本上属于冲切破坏。
Three sets of model test in laboratory show that the failure model in the foundation with soft clay underlying layer belongs basically to the punching shear failure.
设计了一个室内模型试验装置，来研究支盘桩的承载和变形性能以及影响因素。
A model test equipment had designed to go into bearing property and other influence factors about the piles with branches and plates.
通过室内模型试验，对天然地基上梁板式筏形基础与地基共同作用问题进行了研究。
The interaction between foundation soil and waffle-slab raft is studied based on large-scale model tests.
对灰砂桩复合地基和掺入水泥的灰砂桩复合地基分别作了现场荷载试验和室内模型试验。
Load tests of lime sand piles and model tests of cement lime sand piles are carried out in situ and indoors.
通过室内模型试验，得出桩与墩工作机理不同。计算它们的承载力方法也不应相同的观点。
Through model tests. a conclusion is drawn that working principles between piles and piers hence their calculating methods of bearing capacity are different.
对某水库土坝水平铺盖裂缝处淤填黏土固结过程的数值计算结果通过室内模型试验得到了验证。
The numerical calculation result of the consolidation process of warping clay in the blanket crack of a small dam is verified by model test and engineering practice.
笔者通过室内模型试验对螺旋锚的倾斜角度对其上拔承载力的影响及其上拔破坏机理进行了探讨。
Laboratory model tests are carried out to investigate the effect of inclined Angle of the anchor on the uplift capacity and the mechanism of uplift failure.
室内模型试验的结果表明，本文所提出的最佳工作参数及其实用的计算公式是易行和基本可靠的。
The results of our model tests show that the operating parameters optimized for the feeders and the for...
室内模型试验的结果表明，本文所提出的最佳工作参数及其实用的计算公式是易行和基本可靠的。
The results of our model tests show that the operating parameters optimized for the feeders and the formulas …
通过室内模型试验及现场试验，对碎石注浆桩这一新型桩基技术的承载性状、工作机理进行了试验研究。
The bearing behaviors and working mechanics of crushed stone grouting piles, a new technique, are studied by model tests and field tests.
室内模型试验因成本低、试验周期短、难度小、参数选择具有可控性和灵活性等优点被作为有效的研究手段。
As effective research means, laboratory model test is used due to the following reasons: low cost, short test period, easy to do, test parameter flexible selected and easily to control.
根据挤扩支盘桩的实际工作性状，设计了一个室内模型试验装置来研究支盘桩在不同土层中的荷载传递规律。
According to the actual work situation of the piles with branch plates, a model test equipment is designed to research load transfer mechanism of the piles with branch plates in different soil layers.
采用室内模型试验对路堑边坡锚固格子梁进行了研究，获得了一些有益的结论，对设计提出了一些有益的建议。
Indoor model tests are carried out for researches of anchor grid beams of cut slopes. The helpful solutions are obtained and some good Suggestions on design are given.
对室内模型试验进行沉降预测，并和实验观测数据以及自适应神经网络系统(ANFIS)预测结果进行了比较。
The subsidence of the indoor model test is also predicted with this theory. The observed data are compared with the predicted data with the adaptive neuro-fuzzy inference system (ANFIS).
本文在室内模型试验与现场爆破漏斗试验基础上，着重论述了单个闭合状裂隙对单个球状药包爆破破碎效果的影响。
Based on the indoor model tests and field blasting crater tests, the paper discussed the influence of single closed fissure upon fragmentation effect of blasting with single spherical charge.
本文根据圆柱孔扩张理论分析了在单桩周围和群桩内部土中产生的打桩挤压应力，并与室内模型试验和工程实录资料作了比较。
Based on the cylindrical cavity expansion theory, the squeeze stress induced by pile driving in soils around a pile and inside cluster of piles is analyzed.
通过对上海地铁九号线宜山路站的室内模型试验、现场监测数据的分析以及数值模拟方法对宜山路站降水引起的沉降问题作了研究。
The settlement at Yishanlu Metro Station of Line 9 in Shanghai caused by dewatering is studied, based on the laboratory model tests, field monitoring and numerical simulation.
通过对铁路加筋土挡墙在列车重复荷载作用下的室内模型试验和动力特性分析，得出了加筋土挡培在动力荷载作用下的一些重要动态响应参数。
Some important dynamic responsive parameters are worked out about the reinforced earth structure under the impelling loads of train by model tests and analysis of dynamic characteristics.
总结前人研究成果的基础上，基于模型试验和有限元分析方法，进行了掩埋管线的管土相互作用研究：1。掩埋于砂土中管线的室内模型试验研究。
Based on former research, author investigates the interactions between pipelines and soils around by laboratory test and FEM. 1. Laboratory model test for pipelines buried in sandy soils.
使用有机玻璃进行室内模型试验，实测了端墙的位移、路面板应力、端墙应力及土压力，验证了理论分析结果，获得了端墙背后土压力的分布形式。 连续配筋混投土路面结构研究。
The indoor model test using organic glass is carried out and the displacement, stress, earth pressure as well as its distribution type are measured to verify the theoretical values.
使用有机玻璃进行室内模型试验，实测了端墙的位移、路面板应力、端墙应力及土压力，验证了理论分析结果，获得了端墙背后土压力的分布形式。 连续配筋混投土路面结构研究。
The indoor model test using organic glass is carried out and the displacement, stress, earth pressure as well as its distribution type are measured to verify the theoretical values.
应用推荐