چکیده مقاله
Piling has been the conventional solution for supporting loads in low strength or highly compressible soils However, in recent decades, ground improvement has emerged as a sustainable, affordable and technical alternative These methods improve the physical and mechanical properties of soils or improve the overall ground performance through the introduction of inclusions with superior characteristics Controlled Modulus Columns CMC are a prominent technique within this domain and have become widely adopted due to their capacity to provide reasonable control over both bearing capacity and settlement behavior This paper initially reviews CMC concept and methodology, then discusses two extreme case studies of the application of CMCs for the treatment of very soft and highly compressible thick clays
کلیدواژهها
نویسندگان
Babak Hamidi
ISSMGE TC ۲۱۱ Chair and Menard, Perth, Australia
Abdolhosein Haddad
Faculty of Civil Engineering, Semnan University, Semnan, Iran
شیوه ارجاع
Hamidi, Babak and Haddad, Abdolhosein,1404,Controlled Modulus Columns for Challenging Soil Conditions,14th International Congress on Civil Engineering,Tehran
ارائهشده در
مجموعه مقالات چهاردهمین کنگره بین المللی مهندسی عمران29 مهر 1404 · تهران