Review of the Limiting Tensile Strain Method for Fredicting Settlement Induced Building Damage Netzel, H. Primary Author mixed material bibliography London Taylor & Francis Group, 2006 en English
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159-165p. Proceeding Geotechnical Aspects of Underground Construction in Soft Ground To predict settlement damage on adjacent buildings due to excavation indeced ground movements, the limiting tensile strain (LTS) method is currently used in the design stage of projects in urban surrounding. In order to make the method applicable in practice engineering, the developers of this method assumpstions from structural point of view and its impact on the calculated tensile strains in the buildings. Suggenstiond are made for an improved useof the method. LOKASI: Ruang Koleksi Umum Rak: 2 TUNNELING 624.121 (063) 0415391245 Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001) 624.121 (063) 20435 2016-04-28 16:08:06 2021-04-30 10:10:32 machine generated