1) penetration resistance
沉贯阻力
1.
A study on the penetration resistance of bucket foundation;
筒型基础沉贯阻力估算方法
2) penetration resistance
贯入阻力
1.
Numerical simulation of penetration resistance of T-bar penetrometer in soft clay
软土中T型触探仪贯入阻力的数值模拟
2.
There exists an evident turning point in the duration curve of penetration resistance versus time in the setting process of roller compacted concrete(RCC) in layer construction, and it coincides with the initial setting time of concret.
针对施工层面碾压混凝土凝结过程对外力的阻抗存在明显的转折点,且转折点所对应的时间即为初凝时间这一特点,通过研究环境温度、相对湿度及风速对碾压混凝土初凝时间和相应贯入阻力的影响规律,建立了相互关系的数学模型,提出了使用初凝时间和贯入阻力快速判断施工层面碾压混凝土凝结状态的方法。
3.
This method can be used to estimate the penetration resistance of.
考虑粒状土在高应力下的应力-应变-体变关系和非线性强度特性,依据孔扩张过程中的能量守恒和体变平衡原理,给出扩孔极限压力的解答,用于估算临界深度以下静力触探或桩尖的贯入阻力。
3) specific penetrating resistance
比贯阻力
1.
Earth (karst) caves after grouting processing,their average specific penetrating resistance can be 2.
通过静力触探测试,经注浆技术处理的土(溶)洞,其平均比贯阻力达到2。
4) specific penetration resistance
比贯入阻力
1.
Unconfined compression strength,vane shear strength and specific penetration resistance of static sounding are compared before and after pile-forming.
通过对比分析成桩前后软土的无侧限抗压强度、十字板强度和静力触探比贯入阻力,同时根据成桩过程中和成桩后的孔隙水压力和水平位移观测结果资料以及桩身垂直度和低应变检测结果,详细全面地分析了CFG桩成桩过程对桩间高灵敏度软土的影响。
2.
Based on a great deal of DMT tested data, on the bridge of specific penetration resistance Ps, the experiential formulae of estimating characteristic number fak of foundation soil s bearing capacity by DMT dilatometer modulus ED were given.
通过大量扁铲侧胀试验的测试数据,以静力触探比贯入阻力Ps为桥梁,建立了扁铲侧胀试验扁铲模量ED与地基承 载力特征值fak之间的经验公式,最后通过实测数据对本经验公式进行了验证。
5) penetration-obstruction method
贯入阻力法
6) pile-sinking resistance
沉桩阻力
1.
On the estimation of static pressure pile pile-sinking resistance in the area of Shenyang Liaoning;
浅谈辽沈地区静压桩沉桩阻力的估算
2.
Four representative formulae on the estimation of pile-sinking resistance were selected, and their applicability was evaluated with a great deal of measured data of projects.
分析了估算沉桩阻力的必要性。
3.
Taking into account the choice of pile and equipment type, the pile-sinking resistance must be estimated and the probability of pile-sinking should be evaluated before the construction.
然而,由于受桩型选择和设备选型等因素的影响,静压桩在施工前要对其沉桩阻力进行估算,评价沉桩可能性;另外,静压桩都是挤土桩,部分工程施工前要分析沉桩挤土效应的影响,并提出防护措施的建议。
补充资料：贯一
1.统贯于某一个基本观念。语本《论语．里仁》:"吾道一以贯之。"杨伯峻注:"贯，贯穿，统贯。"
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条