Geotechnical Settlement Deformation Analysis of Soft Sub-grade Embankment Filling Construction Period Based on Unified Hardening Model

Abstract In order to solve the problem that the traditional settlement and deformation analysis method of rock and soil in the process of filling soft foundation embankment has poor application effect and is quite different from the actual measurement value, a settlement and deformation analysis met...
Ausführliche Beschreibung

Gespeichert in:
Autor*in:

Zeng, Yu-ping [verfasserIn]

Format:

Artikel

Sprache:

Englisch

Erschienen:

2019

Schlagwörter:

Highway construction

Soft soil foundation

Settlement and deformation of soft foundation embankment

Soft soil embankment filling

UH model

Finite element analysis

Anmerkung:

© Springer Nature Switzerland AG 2019

Übergeordnetes Werk:

Enthalten in: Geotechnical and geological engineering - Springer International Publishing, 1991, 37(2019), 6 vom: 15. Juli, Seite 5473-5483

Übergeordnetes Werk:

volume:37 ; year:2019 ; number:6 ; day:15 ; month:07 ; pages:5473-5483

Links:

Volltext

DOI / URN:

10.1007/s10706-019-00993-z

Katalog-ID:

OLC2025979517

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