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1)  standard penetration resistance
标准贯入抵抗
2)  interpenetration resistance
贯入抵抗
1.
As storage period went on,both interpenetration resistance(IR)and compression resistance(CR)declined rapidly.
结果表明,随贮藏天数的推移贯入抵抗和压缩抵抗下降较快,多聚半乳糖醛酸酶(PG)活性和纤维素酶活性变化较大,而果胶甲酯酶(PME)活性变化较小。
3)  standard penetration test
标准贯入
1.
To identify saturated sand liquefaction,according to present regulations standard penetration test is used and complemented with static cone test,while shear wave velocity test can be used in areas where have experienced.
对于饱和砂土液化判别,目前规范要求以标准贯入试验为主,以静力触探为辅,有经验地区可采用剪切波速测试,但就目前的每种判别方法都有一定的局限性。
2.
On the basis of a large amount of laboratory simulation test in large medium tank and field in-situ tests,we set up relationship between the indexes of cone penetration test and standard penetration test and engineering properties.
在对沙漠砂室内大中型槽原位模拟试验和现场原位试验的基础上,建立了静力触探、标准贯入指标和沙漠砂密实度、抗剪强度间的经验关系,并且将部分经验公式表格化。
3.
Both standard penetration test and ultrasonic wave test are important methods in-site tests.
标准贯入与波速测试在工程勘察中都是较重要的原位测试手段,应用广泛。
4)  standard penetration
标准贯入
1.
The stratum ranges that suitable for standard penetration test and heavy-duty dynamic sounding test are different.
标准贯入原位测试和重型 (2 )动力触探测试方法各适应不同地层范围 ,两者在同一地层中所测试承载力存在一定偏差。
2.
Authors made some tests including standard penetration on cement-soil piles, drilling for core and in-door compression without lateral confinement to accurately evaluate the construction quality of these cement-soil agitation piles.
通过对桩身水泥土进行标准贯入、钻孔取芯及芯样室内无侧限抗压试验,正确评价水泥土搅拌桩的施工质量。
3.
By analysis comparatively of the in?situ testing data, the relation among foundation s bearing capacity of swelling soil in Hefei, moisture content in nature, data of the static cone penetration testing and standard penetration testing is proposed.
通过对有关原位测试数据进行分析对比 ,基于载荷试验结果提出合肥地区膨胀土地基承载力与天然含水量及静力触探、标准贯入等测试指标之间的相互关
5)  SPT
标准贯入
1.
Through analysis and compute on 29 item inestigating engineering s data of SPT,weight-type DPT and CPT in saturation sandy soil that they were in Beihai city,The author has setted up the relation formula of groundwater correct for SPT:N=N +4.
文章通过对北海市29项勘察工程饱和砂土中标准贯入、重型圆锥动力触探和静力触探资料的分析计算,建立了标准贯入击数值地下水校正的关系式:N=N’+45。
6)  void ratio
标准贯入值
1.
Relationship between original shear modulus and void ratio or standary penetration test blow count;
土的初始剪切模量与孔隙比及标准贯入值相关关系
补充资料:入朝曲 ( 一作鼓吹入朝曲 )
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全唐诗:卷164_16
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