QR code

Refined value of lateral resistance coefficient of pile foundation in soft soil areas

The m method is a common method to analyze the deformation and internal force of laterally loaded piles. In the absence of test piles, the ratio coefficient m value of lateral resistance coefficient in the m method can only be taken from a wide range recommended by the relevant code according to the...

Volledige beschrijving

Bewaard in:
Bibliografische gegevens
Hoofdauteur: ZHANG Jun-yun , ZHANG Le , FENG Jun
Formaat: Artigo
Taal:Inglês
Gepubliceerd in: Editorial Office of Chinese Journal of Geotechnical Engineering 2021-11-01
Reeks:Yantu gongcheng xuebao
Onderwerpen:
Online toegang:https://www.cgejournal.com/en/article/doi/10.11779/CJGE2021S2048
Tags: Voeg label toe
Geen labels, Wees de eerste die dit record labelt!