其结论可为非饱和土地区的沉桩、静力触探等岩土工程问题提供理论依据。
The theoretic instructions for some geotechnical engineering problems in unsaturated soil areas could be provided, such as the penetration of piles, cone penetration tests, etc.
本文，以贯入机理为基础，论证了用静力触探的结果直接估计地基承载力的可能性。
In this paper, it is found that the penetrameter test data that may be directly transposed to estimate the bearing capacity of the shallow footings.
然而，在铁路正常运营条件下，常规测试方法如K30试验、静力触探方法等很难实施。
The application of the traditional test methods such as K30 test, static penetration test, on the condition is very difficult. So, we advance to test on the ballast directly by MSASW method.
实践证明，在合芜高速公路软土地区公路工程地基勘察中初步应用静力触探的效果是显著的。
The static cone penetration test is applied here to the investigation of the ground of HefeiWuhu Expressway in the soft soil area.
处理后的地基十字板强度增加了3倍，静力触探锥尖阻力增长了5倍，回弹模量满足设计要求。
The strength of vane of silt after treatment increase by 3 times and the static point resistance by 5 times. So, its lasting elastic modulus can meet the design requirements.
结合工程实例，浅述静力触探曲线异常的类型形态、产生原因以及对曲线异常的处理方法与克服异常的技术措施。
Combined with actual project in this paper the types of improper static cone penetration curve, its causing reasons, treatment method and technological measures are briefly introduced.
由于现有静力触探机械设备提供的动力有限，使得静力触探技术无法应用于较硬土层或较深土层中（应力较高）。
The cone penetration test(CPT) can't be used in harder soil such as loess or in deeper soil because of the higher cone resistance and the limited capacity of the equipment of CPT.
采用孔压静力触探（CPTU）测试资料进行土的工程分类时，在土成分和力学性状等相关性方面会产生很多不确定性。
A soil engineering classification derived from the piezocone penetration test(CPTU) involves the uncertainty of correlation between soil composition and soil mechanical behavior.
提出了一种利用平板静力载荷试验、动力触探、地基动刚度测试三种基本手段，建立相关数学模型，主要应用后两种手段进行联合检测的新思路。
In this paper, a new detection approach to jointly use static plate loading test, dynamic penetration test and dynamic rigidity test and to establish associated mathematic model is proposed.
提出了一种利用平板静力载荷试验、动力触探、地基动刚度测试三种基本手段，建立相关数学模型，主要应用后两种手段进行联合检测的新思路。
In this paper, a new detection approach to jointly use static plate loading test, dynamic penetration test and dynamic rigidity test and to establish associated mathematic model is proposed.
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