Your selections:
- Al-Juboori, Raed, Yusaf, Talal, Bowtell, Leslie
- Aldeka, Ayad, Dirar, Samir, Chan, Andrew, Martinez-Vazquez, Pedro
- Aljets, Dirk, Chong, Alex, Wilcox, Steven, Holford, Karen
Numerical modelling of laboratory tests on desiccation cracking
- Amarasiri, Aruna, Kodikara, Jayantha, Costa, Susanga
Numerical modelling of desiccation cracking
- Amarasiri, Aruna, Kodikara, Jayantha, Costa, Susanga
Determination of cohesive properties for mode I fracture from compacted clay beams
- Amarasiri, Aruna, Costa, Susanga, Kodikara, Jayantha
- Armaghani, Danial, Mahdiyar, Amir, Hasanipanah, Mahdi, Faradonbeh, Roohollah, Khandelwal, Manoj, Amnieh, Hassan
- Arulrajah, Arul, Maghool, Farshid, Yaghoubi, Mohammadjavad, Phetchuay, Chayakrit, Horpibulsuk, Suksun
Size effect in confined concrete
- Attard, Mario, Samani, Ali Khajeh
Optimisation of operations of a water distribution system for reduced power usage
- Bagirov, Adil, Ugon, Julien, Barton, Andrew, Briggs, Steven
Hydraulic roughness of biofouled pipes, biofilm character, and measured improvements from cleaning
- Barton, Andrew, Wallis, Michael, Sargison, Jane, Buia, Alexandra, Walker, Gregory
Laboratory investigations for the role of flushing media in diamond drilling of marble
- Bhatnagar, Anupam, Khandelwal, Manoj, Rao, Karanam
- Brown, Stuart, Versace, Vincent, Lester, Rebecca, Todd Walter, M.
Post-buckling solutions of hyper-elastic beam by canonical dual finite element method
- Cai, Kun, Gao, David, Qin, Qing
Failure mechanism of geosynthetic-encased stone columns in soft soils under embankment
- Chen, Jianfeng, Li, Liang-Yong, Xue, Jianfeng, Feng, Shou-Zhong
Performance of a geogrid reinforced soil wall on PVD drained multilayer soft soils
- Chen, Jianfeng, Tolooiyan, Ali, Xue, Jianfeng, Shi, Zhenming
- Chen, Tao, Zhao, Xiao, Gu, Xianglin, Xiao, Zhigang
Numerical study on the compression-bending response of grouted connections in offshore structures
- Chen, Tao, Fang, Qi, Zhang, Chihai, Li, Weichao, Xiao, Zhigang
- Chen, Xiao Dong, Chan, Andrew, Yang, J.
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