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154篇 您的检索式：作者名="DRNEVICH"

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	题名	作者	年代	出处	被引量
1	室内TDR试验监测石灰矿渣加固粘性土的物理化学反应过程(英文)显示文摘石灰矿渣和水泥矿渣常用于加固道路基层的粘性土。目前现场一般采用未加固土的最大干密度和最优含水率来评价加固土的压实施工质量。但是粘性土掺加了石灰后,发生了复杂的物理化学反应,使得其压实特性与未加固土有很大的不同。采用时域反射计监测石灰加固土内的物理化学反应过程。试验时将不同石灰矿渣掺和量和含水率的Orchard粘土通过标准击实试验夯实于击实筒中,用TDR监测其中的物理化学反应,针式贯入仪监测强度的增长。试验发现,电导率和介电常数的变化反应了土中的离子交换和硬化反应的过程。初始电导率(1d之内)的减小揭示了石灰矿渣的掺和量的大小,而长期电导率的减小揭示了强度的增长。试验表明,时域反射计技术可用于评价石灰加固土的施工质量。	陈仁朋 DAITA R K DRNEVICH V P KIM D H	2006	岩土工程学报2006，28，2：	7
2	Shear modulus and damping in soils: design equations and curves显示文摘	Hardin B O Drnevich V P	1972	Journal of the Soil Mechanics and Foundations Division1972，98，7：	1
3	Shear modulus and damping in Soil:Measurement and parameter effect显示文摘	Hardin B O Drnevich V P	1972	Journal of the Soil Mechanics and Foundation Engineering Division1972，98，6：	1
4	Permeability and consolidation of normally consolidated soils显示文摘	SAMARASINGHE A M HUANG Y H DRNEVICH V P	1982	Journal of Geoteehnieal Engineering ASCE1982，108，6：	1
5	Shear modulus and damping in soils 显示文摘	Hardin B O Drnevich V P	1972	Geotechnical Division of ASCE1972，98，6：	1
6	Shear modulus and damping in soils: design equation and curves显示文摘	HARDIN B O DRNEVICH V P	1972	Journal of Soil Mechanics and Foundation Division ASCE1972，98，7：	1
7	Soil water content and dry density by time domain reflectrometry显示文摘	YU X DRNEVICH V P	2004	Journal of Geotechnical and Geoenvironmental Engineering2004，130，9：	1
8	Soil water content and dry density by time domain reflectometry显示文摘	YU X DRNEVICH V P	2004	Journal of Geotochnical and Geoenvtronmental Engineering2004，130，9：	1
9	Soil water content and dry densityby time domain reflectometry显示文摘	Xiong Y Drnevich V P	2004	Journal of Geotechnical&Geoenvironmental Engineering2004，130，9：	1
10	Shear modulus and damping in soils:Measurement and parameter effects显示文摘	HARDIN B O DRNEVICH V P		0，，06：	1
11	Time domain reflectrometry surface reflections for dielectric constant in highly conductive soils显示文摘	CHEN R P DRNEVICH V P YU X	2007	Journal of Geotechnical and Geoenvironmental Engineering2007，133，12：	1
12	Shear modulus and damping in soil: design equations and curves显示文摘	HARDIN B O DRNEVICH V P	1972	Journal of the Soil Mechanics and Foundation Engineering Division ASCE1972，98，7：	1
13	Shear Modulus and Damping in Soils 显示文摘	Hardin B O Drnevich V P	1972	Geotechnical Division of ASCE1972，98，7：	1
14	Shear modulus and damping in soil: design equations and eurves显示文摘	HARDIN B O DRNEVICH V P	1972	Journal of the Soil Mechanics and Foundation Engineering Division ASCE1972，98，7：	1
15	Shear modulus and damping in soils:design equations and curves显示文摘	HARDIN B O DRNEVICH V P	1972	Journal of Soil Mechanics and Foundations ASCE1972，，7：	1
16	Short-term electrical conductivity and strength development of lime kiln dust modified soils 显示文摘	Chen R Drnevich P V Daita R K	2009	Journal of Geotechnical and Geoenvironmental Engineering2009，135，4：	1
17	Clarifying the Conditions and Limits of the Contributions of Ordinary and Dy- namic Capabihties to Relative Firm Performance 显示文摘	Pan1 L Drnevich Aldas P Kriauciunas	2011	Strategic Management Journal2011，32，：	1
18	Shear modulus and damping in soils: Design equations and curves显示文摘	HARDIN B O DRNEVICH V P	1972	Journal of the Soil Mechanics and Foundations Division ASCE1972，98，7：	1
19	Clarifying the conditions and limits of the contributions of ordi- nary and dynamic capabilities to relative firm per- formance 显示文摘	Drnevich P L Kriauciunas A P	2011	Strategic Management Journal2011，32，2：	1
20	Shear modulus and damping in soils:measurement and parameter effects显示文摘	Hardin B O Drnevich V P		0，，6：	1

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