Влияние Анкерного Крепления Бортов Котлована
На Дополнительные Деформации Существующих Зданий

Kubetskiy, V. L.; Kaleev, D. I.

doi:10.22227/1997-0935.2012.4.246-251

Vestnik MGSU

2012

DOI: 10.22227/1997-0935.2012.4.246-251

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Влияние Анкерного Крепления Бортов Котлована На Дополнительные Деформации Существующих Зданий

V. L. Kubetskiy¹,

D. I. Kaleev²

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Step fixings of vertical trench walls to prevent ground failure

Khuziakhmetov

2021

E3S Web Conf.

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The most commonly used designs for securing vertical walls of trenches and excavations in the actual conditions of work in them do not allow for strict compliance with regulatory safety requirements. To prevent ground failure in trenches and excavations, you can develop ground with a slope angle smaller than the natural slope angle. Development of excavations with vertical walls without securing them is limited to their depth depending on the strength properties of the ground. When excavating to a depth of up to 2-3 m the vertical walls of trenches and excavations must be secured. In this case, the development and backfilling of such excavations should be carried out using constructive solutions (e.g. anchoring), which in original combinations with modern construction materials and technologies allow various construction works to be safely performed in them.

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Step fixings of vertical trench walls to prevent ground failure

Khuziakhmetov

2021

E3S Web Conf.

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Влияние Анкерного Крепления Бортов Котлована На Дополнительные Деформации Существующих Зданий

Cited by 1 publication

References 0 publications

Step fixings of vertical trench walls to prevent ground failure

Step fixings of vertical trench walls to prevent ground failure

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