Question
Explain in detail the different techniques of a consolidation in cohesive and non-cohesive soils in a construction sites.
Answer :
Word Count : 240
Consolidation in soils refers to the process of volume reduction due to expulsion of water under sustained load, and the techniques adopted differ for cohesive and non-cohesive soils because of their permeability characteristics. In cohesive soils such as clays, consolidation is time-dependent due to low permeability, and several ground improvement techniques are used. Preloading or surcharge loading is commonly adopted, _______ ______ ____ _________ _______ _______.
_______ _____ ____ _______ ________ _____ ________ ___ ___.
_____ _________ _______ __________ ________ ________.
_____ ___ ____ ___ ____ ________ ____ _____ ____ _______ ____ _________.
_____ _________ _________ ____ __________ ___ ____ _______.
_____ ___ _______ ___ _____ ____ ___.
______ ___ __________ _________ _____ ____ _______ _____.
_________ ______ ________ ____ _________ __________ ______ ______.
_______ _____ ____ _____ ______ ________ ___ ____.
____ _______ _______ _____ _________ _____ _______ ______.
_______ _____ ________ _________ ________ ______ ________ ____ ______ ___ ____.
______ __________ _____ _______ ________ ______ _______ ______ __________ __________ ____ __________.
______ ____ _______ ____ ___ ____ __________ _______ __________ _____ ______ __________.
______ _______ ___ ___ __________.
_________ ___ __________ ______ ________ ________ _____ _______ _____ ____ _________.
_________ ______ _________ ___ __________ __________ _________ _________ ______ _____ _____ __________.
___ _________ ____ _____ ________ _______ ______ ______ __________ __________.
______ _________ ____ ____ ________ ________ ______ _______ ______ ___ ____.
____ ________ __________ ____ ________ _____ _______.
__________ _________ _________ __________ ______ ____ ________.
__________ ________.
Get Full Answer on WhatsApp
Consolidation in soils refers to the process of volume reduction due to expulsion of water under sustained load, and the techniques adopted differ for cohesive and non-cohesive soils because of their permeability characteristics. In cohesive soils such as clays, consolidation is time-dependent due to low permeability, and several ground improvement techniques are used. Preloading or surcharge loading is commonly adopted, _______ ______ ____ _________ _______ _______.
_______ _____ ____ _______ ________ _____ ________ ___ ___.
_____ _________ _______ __________ ________ ________.
_____ ___ ____ ___ ____ ________ ____ _____ ____ _______ ____ _________.
_____ _________ _________ ____ __________ ___ ____ _______.
_____ ___ _______ ___ _____ ____ ___.
______ ___ __________ _________ _____ ____ _______ _____.
_________ ______ ________ ____ _________ __________ ______ ______.
_______ _____ ____ _____ ______ ________ ___ ____.
____ _______ _______ _____ _________ _____ _______ ______.
_______ _____ ________ _________ ________ ______ ________ ____ ______ ___ ____.
______ __________ _____ _______ ________ ______ _______ ______ __________ __________ ____ __________.
______ ____ _______ ____ ___ ____ __________ _______ __________ _____ ______ __________.
______ _______ ___ ___ __________.
_________ ___ __________ ______ ________ ________ _____ _______ _____ ____ _________.
_________ ______ _________ ___ __________ __________ _________ _________ ______ _____ _____ __________.
___ _________ ____ _____ ________ _______ ______ ______ __________ __________.
______ _________ ____ ____ ________ ________ ______ _______ ______ ___ ____.
____ ________ __________ ____ ________ _____ _______.
__________ _________ _________ __________ ______ ____ ________.
__________ ________.
Get Full Answer on WhatsApp
IGNOU NEWS
Assignment Submission Last Date Extended Till 30 June 2026 Click Here★★★IGNOU June 2026 TEE Date Sheet Released Click Here★★★