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DOI Prefix 10.20431 |
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Unpredictability of Gradients during Preservation Phase of the Linear Constructions
Moein Zargar1, Hossein Gholami2, Hossein Norouzi3, Morteza Soltani4, Shahide Dehghan5, Vijay P. Singh6, Mohsen Ghane7*, Kaveh Ostad-Ali-Askari2
2.Department of Civil Engineering, Isfahan (Khorasgan) Branch, Islamic Azad University, Isfahan, Iran
3.Department of Civil Engineering, Maybod Branch, Islamic Azad University, Maybod, Yazd, Iran
4.Department of Architectural Engineering, Shahinshahr Branch, Islamic Azad University, Shahinshahr, Iran
5.Department of Geography, Najafabad Branch, Islamic Azad University, Najafabad, Iran
6.Department of Biological and Agricultural Engineering & Zachry Department of Civil Engineering, Texas A and M University, 321 Scoates Hall, 2117 TAMU, College Station, Texas 77843-2117, U.S.A.
7.Civil Engineering Department, South Tehran Branch, Islamic Azad University, Tehran, Iran
Citation : Moein Zargar,et.al, Unpredictability of Gradients during Preservation Phase of the Linear Constructions International Journal of Constructive Research in Civil Engineering 2019, 5(2) : 1-8
Instability of the rock and earth slopes in the Andimeshk-Khorramabad Road can cause disastrous events. The road has settled and slipped on an active landslip in the marl and gypsum layers of the Gachsaran Formation, between the Zal Bridge and the Poldokhtar, under the effect of water, lithology and erosion caused by the Seymareh River. The road is threatened by the Rockfall in the north of the Poldokhtar and the Afrineh village, by the rock slide in the northeast of the Tang-e-Malawi and by taluses accumulated on the slopes prone to Creep and Slump between the Tang-e-Malawi and the Afrineh village.