Future proofed tunnels at Karang-a-hape Road Station Karangahape Road Station will be a new underground station on the Contract C3 of City…dev dynamo624 November 2023
Shear behaviour of a heavily-overconsolidated claystone deposit Claystone deposits are commonly intercepted in road slope cuttings, for example in Southern Queensland and…dev dynamo623 November 2023
Geotechnical application and benefits of performance-based design The New Zealand Building Code (like many others) is a performance-based standard; however, the application…dev dynamo623 November 2023
Design and construction of rammed aggregate piers for Te Kaha – Canterbury’s new multi-use arena Geopier Rammed Aggregate Piers® (RAPs) are a ground improvement technology that creates a densified column…dev dynamo623 November 2023
Performance and sustainability options assessment of a building with a concrete raft foundation overlying liquefiable soil Communication and interaction between the project structural and geotechnical engineers are critical to obtain an…dev dynamo616 August 2023
Design of controlled modulus columns without load transfer platform Ground improvement by means of Controlled Modulus Columns (CMCs) usually involves the construction of a…dev dynamo616 August 2023
Rawene Reserve landslips emergency response and stabilisation The Rawene Reserve landslips occurred in 2017 and resulted in the partial loss of a…dev dynamo616 August 2023
Anchor investigation in weak, soft, mudstone to assess the impacts of flush type and potential of underream methods When installing anchors in weak argillaceous rocks selecting appropriate ultimate grout to ground bond strength…dev dynamo611 August 2023