✦ LIBER ✦

Calculation of concrete tunnel linings with consideration of a change in the design model in the case of cracking

✍ Scribed by A. N. Mordovina

Publisher: Springer
Year: 1976
Tongue: English
Weight: 284 KB
Volume: 10
Category: Article
ISSN: 1570-1468
DOI: 10.1007/bf02379551

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Calculation of pressure tunnel linings w

Calculation of pressure tunnel linings with consideration of consolidation grouting of the rocks

✍ N. N. Fotieva; A. S. Sammal' 📂 Article 📅 1987 🏛 Springer 🌐 English ⚖ 265 KB

Calculation of pressure tunnels with a c

Calculation of pressure tunnels with a concrete lining and grouting considering the formation of cracks in the lining and rock

✍ P. U. Ponimatkin 📂 Article 📅 1977 🏛 Springer 🌐 English ⚖ 619 KB

Static calculation of tunnel linings wit

Static calculation of tunnel linings with consideration of the real conditions of contact of the structure with soil

✍ I. A. Baslavskii 📂 Article 📅 1985 🏛 Springer 🌐 English ⚖ 188 KB

Problems encountered in the detection of

Problems encountered in the detection of reinforcement corrosion in concrete tunnel linings – theoretical considerations

✍ J. Gulikers 📂 Article 📅 2003 🏛 John Wiley and Sons 🌐 German ⚖ 286 KB

## Abstract For concrete structures in which oxygen availability is limited, the potentials recorded for passive steel reinforcement may be considerably more negative than −350 mV versus CSE. This situation may occur for concrete linings of bored tunnels located in water saturated soil. In view of

A mathematical model for the prediction

A mathematical model for the prediction of volume change cracking in end-restrained concrete members

✍ G. F. Kheder 📂 Article 📅 1997 🏛 Springer 🌐 English ⚖ 722 KB

Comparison of the tensile strength of co

Comparison of the tensile strength of concrete and steel-fiber concrete in blocks of a tunnel lining

✍ M. Z. Kagan 📂 Article 📅 1986 🏛 Springer 🌐 English ⚖ 313 KB