Strength and Microscopic Damage Mechanism of Yellow Sandstone with Holes under Freezing and Thawing

المؤلفون المشاركون

Rong, Huren
Gu, Jingyu
Rong, Miren
Liu, Hong
Zhang, Jiayao
Dong, Hao

المصدر

Advances in Civil Engineering

العدد

المجلد 2020، العدد 2020 (31 ديسمبر/كانون الأول 2020)، ص ص. 1-13، 13ص.

الناشر

Hindawi Publishing Corporation

تاريخ النشر

2020-04-30

دولة النشر

مصر

عدد الصفحات

13

التخصصات الرئيسية

هندسة مدنية

الملخص EN

In order to study the damage characteristics of the yellow sandstone containing pores under the freeze-thaw cycle, the uniaxial compression test of saturated water-stained yellow sandstones with different freeze-thaw cycles was carried out by rock servo press, the microstructure was qualitatively analyzed by Zeiss 508 stereo microscope, and the microdamage mechanism was quantitatively studied by using specific surface area and pore size analyzer.

The mechanism of weakening mechanical properties of single-hole yellow sandstone was expounded from the perspective of microstructure.

The results show the following.

(1) The number of freeze-thaw cycles and single-pore diameter have significant effects on the strength and elastic modulus of the yellow sandstone; the more the freeze-thaw cycles and the larger the pore size, the lower the strength of the yellow sandstone.

(2) The damage modes of the yellow sandstone containing pores under the freeze-thaw cycle are divided into five types, and the yellow sandstone with pores is divided into two areas: the periphery of the hole and the distance from the hole; as the number of freeze-thaw cycles increases, different regions show different microscopic damage patterns.

(3) The damage degree of yellow sandstone is different with freeze-thaw cycle and pore size.

Freeze-thaw not only affects the mechanical properties of yellow sandstone but also accelerates the damage process of pores.

(4) The damage of the yellow sandstone by freeze-thaw is logarithmic function, and the damage of the yellow sandstone is a power function.

The damage equation of the yellow sandstone with pores under the freezing and thawing is a log-power function nonlinear change law and presents a good correlation.

نمط استشهاد جمعية علماء النفس الأمريكية (APA)

Rong, Huren& Gu, Jingyu& Rong, Miren& Liu, Hong& Zhang, Jiayao& Dong, Hao. 2020. Strength and Microscopic Damage Mechanism of Yellow Sandstone with Holes under Freezing and Thawing. Advances in Civil Engineering،Vol. 2020, no. 2020, pp.1-13.
https://search.emarefa.net/detail/BIM-1122082

نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)

Rong, Huren…[et al.]. Strength and Microscopic Damage Mechanism of Yellow Sandstone with Holes under Freezing and Thawing. Advances in Civil Engineering No. 2020 (2020), pp.1-13.
https://search.emarefa.net/detail/BIM-1122082

نمط استشهاد الجمعية الطبية الأمريكية (AMA)

Rong, Huren& Gu, Jingyu& Rong, Miren& Liu, Hong& Zhang, Jiayao& Dong, Hao. Strength and Microscopic Damage Mechanism of Yellow Sandstone with Holes under Freezing and Thawing. Advances in Civil Engineering. 2020. Vol. 2020, no. 2020, pp.1-13.
https://search.emarefa.net/detail/BIM-1122082

نوع البيانات

مقالات

لغة النص

الإنجليزية

الملاحظات

Includes bibliographical references

رقم السجل

BIM-1122082