用多种物探方法进行可行性试验，确定了贝壳堤与周围介质的具体物性差异。
The feasibility tests of varied geophysical methods determined the physical character differences between the shell bank and the surrounding media.
对在波浪单独作用和波、流共同作用时，浮堤的消浪性能和锚链张力进行比较性试验，并对浮堤在波浪单独作用下的运动轨迹进行描述。
The contrast tests were used to show the effect of wave dissipation and the strain of the mooring anchor chain of the floating breakwater under the wave and wave-current respectively.
自航船模试验成果表明：最终付诸实施的大江截流施工布置以及戗堤进占程序和方式可以满足通航设计要求。
The results from the self propelled ship model show that the final construction arrangement of river closure and the dike advancing sequences and ways could meet the requirements of navigation design.
在实验室渗流槽中进行有悬挂式防渗墙的二元结构堤基的渗流模拟试验，取得不同贯入度悬挂式防渗墙防渗效果的系列试验成果。
The model test for simulating effect of suspended cut-off wall on preventing seepage failure in two-layer foundation of levee has been carried out in a sandbox.
本文对采用离岸堤作为保护侵蚀海岸的措施进行了试验研究。
The paper is for studying shore protection of erosive coast on which some offshore breakwaters have been built.
在理论分析和模型试验的基础上，给出核算堤基渗流稳定的方法和公式。
On the basis of theoretical analysis and model test, the method and formula for estimating the seepage stability of dike foundation are provided.
本文试验研究了胜利油田已建海堤三种典型断面和几种新堤结构方案的抗浪性能。
Testing and study on resistance of both three typical sections of seawalls built alongside Sheng-li Oil Field and some new structures of seawalls to waves have been made in this paper.
在铁谢—神堤河段选择典型部位开展了土体物理力学特性试验，同时探讨了不同含水率状态下土体力学特性的变化规律，并对滩岸稳定性进行了初步分析。
It also discusses the variation law of mechanics feature of soil mass under different percent moisture content condition and makes initial analysis on the stability of floodplain and embankments.
在铁谢—神堤河段选择典型部位开展了土体物理力学特性试验，同时探讨了不同含水率状态下土体力学特性的变化规律，并对滩岸稳定性进行了初步分析。
It also discusses the variation law of mechanics feature of soil mass under different percent moisture content condition and makes initial analysis on the stability of floodplain and embankments.
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