Torna ai risultati
Scheda bibliografica · Consultazione e accesso
Artículo de revista

New experimental method for loess collapsibility using centrifugal model tests

XING Yi-chuan 1, JIN Song-li 1, ZHAO Wei-quan 1, ZHANG Ai-jun 2, AN Peng 3, ZHANG Bo 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017

Accesso aperto disponibile
Lettura rapida. Controlla i dati essenziali della risorsa e accedi al contenuto con il pulsante principale. La scheda mostra solo le informazioni necessarie per identificare, citare e aprire l’opera.
Pubblicazione seriale

3D cross-hole resistivity inversion imaging of surrounding rock based on distance weighting constraint algorithm

Questa pubblicazione seriale contiene 241 contenuti correlati.

Accesso alla risorsa

Apri il contenuto dall’opzione principale o scegli un’altra fonte disponibile.

DOAJ DOAJ Articles
Entrar por DOAJ
Accesso principale

Accesso aperto disponibile

Recurso identificado como acceso abierto, sin confirmar automáticamente si es texto completo directo.
Apri risorsa

Riepilogo

Descripción general del contenido del recurso.

The methods for loess collapsibility mainly include field immersion testing method and laboratory testing method. A majority of the results of laboratory testing method differ greatly from the engineering practice. The disadvantages of field immersion testing method are high cost and long testing period. Therefore, a different approach is required. A type of strong collapsible loess under overburden pressure from Ili, Xinjiang is tested based on centrifugal model tests. The results of centrifugal model tests are compared with those of field immersion tests and conventional laboratory collapsible loess tests. The experimental study demonstrates that the Single-line and double-line methods are applicable in measuring the loess collapsibility using centrifugal model tests. The coefficient of lateral earth pressure obtained from the centrifugal model tests is comparable with the value measured by the conventional laboratory tests. The results obtained from the centrifugal model tests are proposed using the correction parameter . The good agreement in the experimental study using centrifugal model tests and the field immersion tests shows that the proposed method can be used as an effective method in measuring loess collapsibility.

Come citare

Elegí el formato que necesitás y copiá la referencia al portapapeles.

APA 7

XING Yi-chuan 1, J. S. L. 1. Z. W. Q. 1. Z. A. J. 2. A. P. 3. Z. B. 2. (2017). New experimental method for loess collapsibility using centrifugal model tests. https://doi.org/10.11779/CJGE201703001

MLA

XING Yi-chuan 1, JIN Song-li 1, ZHAO Wei-quan 1, ZHANG Ai-jun 2, AN Peng 3, ZHANG Bo 2. "New experimental method for loess collapsibility using centrifugal model tests." 2017. https://doi.org/10.11779/CJGE201703001.

Chicago

XING Yi-chuan 1, JIN Song-li 1, ZHAO Wei-quan 1, ZHANG Ai-jun 2, AN Peng 3, ZHANG Bo 2. 2017. "New experimental method for loess collapsibility using centrifugal model tests.". https://doi.org/10.11779/CJGE201703001.

Harvard

XING Yi-chuan 1, J. S. L. 1. Z. W. Q. 1. Z. A. J. 2. A. P. 3. Z. B. 2. 2017, New experimental method for loess collapsibility using centrifugal model tests, Editorial Office of Chinese Journal of Geotechnical Engineering, available at: https://doi.org/10.11779/CJGE201703001 [Accessed 8 Aug. 2026].

Condividi e stampa

Salva la scheda, copia il link permanente o stampala in PDF.

Esporta riferimento

Esporta il record nei formati più comuni per usarlo con un gestore bibliografico.

Dettagli della risorsa

Informazioni bibliografiche utili per verificare che sia il materiale corretto.

Titolo
New experimental method for loess collapsibility using centrifugal model tests
Autore / collaboratori
XING Yi-chuan 1, JIN Song-li 1, ZHAO Wei-quan 1, ZHANG Ai-jun 2, AN Peng 3, ZHANG Bo 2
Editore
Editorial Office of Chinese Journal of Geotechnical Engineering
Anno di pubblicazione
2017
ISSN
1000-4548
ISSN
1000-4548
Lingua
Inglés

Soggetti

Esplora risorse correlate a partire da questi soggetti.

Copiato