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<ArticleSet>
<Article>
<Journal>
				<PublisherName>Tarbiat Modares University</PublisherName>
				<JournalTitle>Modares Civil Engineering journal</JournalTitle>
				<Issn>2476-6763</Issn>
				<Volume>11</Volume>
				<Issue>2</Issue>
				<PubDate PubStatus="epublish">
					<Year>2011</Year>
					<Month>08</Month>
					<Day>23</Day>
				</PubDate>
			</Journal>
<ArticleTitle>The Use of Dynamic Probing For Investigation of Fine
Soils and Evaluation of Undrained Shear Strength</ArticleTitle>
<VernacularTitle>The Use of Dynamic Probing For Investigation of Fine
Soils and Evaluation of Undrained Shear Strength</VernacularTitle>
			<FirstPage></FirstPage>
			<LastPage></LastPage>
			<ELocationID EIdType="pii">11597</ELocationID>
			
			
			<Language>FA</Language>
<AuthorList>
<Author>
					<FirstName>M.</FirstName>
					<LastName>Khodaparast</LastName>
<Affiliation></Affiliation>

</Author>
<Author>
					<FirstName>A.</FirstName>
					<LastName>Fakher</LastName>
<Affiliation></Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
		<Abstract>Abstract:
The Dynamic Probe is an effective and efficient tool used in site investigation. It is more
economic than the use of boring equipment particularly when the depth of exploration is
moderate. The paper covers the design and development of a dynamic probing rig and a new
soil sampler to increase the efficiency of conventional dynamic probes. The repeatability of
the results are considered and correlations between dynamic probing results and undrained
shear strength identified. A new equation relating dynamic resistance to undrained shear
strength is proposed. The paper encourages the wider application of dynamic probing for site
investigation in fine soils.</Abstract>
			<OtherAbstract Language="FA">Abstract:
The Dynamic Probe is an effective and efficient tool used in site investigation. It is more
economic than the use of boring equipment particularly when the depth of exploration is
moderate. The paper covers the design and development of a dynamic probing rig and a new
soil sampler to increase the efficiency of conventional dynamic probes. The repeatability of
the results are considered and correlations between dynamic probing results and undrained
shear strength identified. A new equation relating dynamic resistance to undrained shear
strength is proposed. The paper encourages the wider application of dynamic probing for site
investigation in fine soils.</OtherAbstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Dynamic Probing</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Repeatability</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Site investigation</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Fine soil</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Undrained shear strength</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://mcej.modares.ac.ir/article_11597_7212a6567c8a6c513f33b858d868ff80.pdf</ArchiveCopySource>
</Article>
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