Zobrazeno 1 - 10
of 34
pro vyhledávání: '"odränerad skjuvhållfasthet"'
Autor:
Kalén, Rikard
Metodutvecklingsprojektet syftar till att undersöka om det är möjligt att på ett nytt och förbättrat sätt skatta den odränerade skjuvhållfastheten hos kohesionsjord, som ett alternativ till befintligt indexförsök med fallkon. Provningsutru
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______681::2aa2ee36054b6f6d569d9550e0e15ac0
http://urn.kb.se/resolve?urn=urn:nbn:se:swedgeo:diva-978
http://urn.kb.se/resolve?urn=urn:nbn:se:swedgeo:diva-978
Autor:
Mjöberg, Mårten, Stenfors, Axel
This thesis evaluates the commonly used geotechnical probing method CPTu, on how different probe configurations impact the resulting evaluated undrained shear strength in soft clay deposits, in comparison to each other and laboratory methods. This is
Externí odkaz:
http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-279465
Autor:
Mjöberg, Mårten, Stenfors, Axel
This thesis evaluates the commonly used geotechnical probing method CPTu, on how different probe configurations impact the resulting evaluated undrained shear strength in soft clay deposits, in comparison to each other and laboratory methods. This is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::b15d658f9561f577b3c9ae1a971fdc92
http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-279465
http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-279465
Autor:
Svensson, Axel
The knowledge about the shear strength of a soil is important because it is a key parameter that is used in many calculations in construction engineering. Some examples of what’s possible to calculate are slope stability, the soil pressure against
Externí odkaz:
http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-325059
Autor:
Hammerman, Mattias, Karlsson, Robert
The Swedish Geotechnical Institute, SGI, has been given the assignment of mapping the risk of landslides in the area by the river Göta älv. Tests were made to determine the shear strength of soil on land and in the river. It has been shown that she
Externí odkaz:
http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-93142
Autor:
Hammerman, Mattias, Karlsson, Robert
The Swedish Geotechnical Institute, SGI, has been given the assignment of mapping the risk of landslides in the area by the river Göta älv. Tests were made to determine the shear strength of soil on land and in the river. It has been shown that she
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::8713bbe222954b83eb571fb765ff4e84
http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-93142
http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-93142
Autor:
Kizilkaya, Ibrahim
Geotechnical investigations are crucial for ensuring stable and safe constructions, and their execution relies on accurate results from field surveys. The choice of methods varies between Skåne and Sjælland, despite similar geotechnical conditions.
Externí odkaz:
http://urn.kb.se/resolve?urn=urn:nbn:se:mau:diva-68639
I en stabilitetsutredning är det centralt att kunna bestämma jordens skjuvhållfasthets-egenskaper. För lerjordar har det under de senaste 100 åren samlats in en stor mängd data från provningar, tagits fram empiriska samband och utvecklats meto
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______681::0bbdaf2fb57adeed9ff979318d7f2ecb
http://urn.kb.se/resolve?urn=urn:nbn:se:swedgeo:diva-981
http://urn.kb.se/resolve?urn=urn:nbn:se:swedgeo:diva-981
Autor:
Persson, Erik
The undrained shear strength and preconsolidation pressure are key parameters in describing the characteristics of soft clays. The two parameters both reflect the clay’s structure and state of stress, and hence empirical correlations for undrained
Externí odkaz:
http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-213848
Autor:
Amin, Diyar
Detta examensarbete presenterar resultat från en laboratoriestudie på en lera från Enköping stabiliserad med kalk och cement. I laboratoriet har isotropiskt konsoliderade odränerade aktiva triaxialförsök utförts på provkroppar och jämförts
Externí odkaz:
http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-160626