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15 Jun

Posted at 18:47h in by

[vc_row css_animation="" row_type="row" use_row_as_full_screen_section="no" type="full_width" angled_section="no" text_align="left" background_image_as_pattern="without_pattern"][vc_column][vc_column_text] Great King Street [/vc_column_text][vc_empty_space][vc_column_text]Pan Shen Holdings Limited, Signal Management Group   Address: Great King Street, Dunedin   Scope of testing: Six Tension tests   Six micropiles were installed and tested for tension in the parking area next to Victoria Hotel, located at 67 Great King...

15 Jun

Posted at 18:37h in by

[vc_row css_animation="" row_type="row" use_row_as_full_screen_section="no" type="full_width" angled_section="no" text_align="left" background_image_as_pattern="without_pattern"][vc_column][vc_column_text] The Terrace & Taranaki Street [/vc_column_text][vc_empty_space][vc_column_text]Address: The Terrace, Wellington   Scope of testing: Two tension tests, one compression test   Eleven micropiles (three of them were tested, and another eight were used as part of test apparatus) were installed and tested for the...

15 Jun

Posted at 18:31h in by

[vc_row css_animation="" row_type="row" use_row_as_full_screen_section="no" type="full_width" angled_section="no" text_align="left" background_image_as_pattern="without_pattern"][vc_column][vc_column_text] 72 Oxford Terrace, Christchurch [/vc_column_text][vc_empty_space][vc_column_text]Test Pile – Seismic Strengthening Project   Testing of Injection Piles was completed in Christchurch, New Zealand at the old Bangalore Polo Club site at 136 Oxford Terrace with supervision, verification and sign-off completed by Opus.   The tests...

15 Jun

Posted at 12:55h in by

[vc_row css_animation="" row_type="row" use_row_as_full_screen_section="no" type="full_width" angled_section="no" text_align="left" background_image_as_pattern="without_pattern"][vc_column][vc_column_text] XERO2, Wellington [/vc_column_text][vc_empty_space][vc_column_text]The Xero2 project has seen the old Manthel Motors building, on the corner of Wakefield and Taranaki streets in Wellington, have new foundations put in place using CCS Jet Pile technology. Total 164 Piles, 8–17m, diameter 350-550mm.   The...

15 Jun

Posted at 12:54h in by

[vc_row css_animation="" row_type="row" use_row_as_full_screen_section="no" type="full_width" angled_section="no" text_align="left" background_image_as_pattern="without_pattern"][vc_column][vc_column_text] Victoria Hotel Extensions, Dunedin [/vc_column_text][vc_empty_space][vc_column_text]The Victoria Hotel extension is a new standalone building to the rear of the existing Victoria Hotel on the corner of Cumberland Street and St Andrew Street, Dunedin. The building floor area is approximately 1500m²...

15 Jun

Posted at 12:52h in by

[vc_row css_animation="" row_type="row" use_row_as_full_screen_section="no" type="full_width" angled_section="no" text_align="left" background_image_as_pattern="without_pattern"][vc_column][vc_column_text] Villa Maria, Blenheim [/vc_column_text][vc_empty_space][vc_column_text]In this wine tank foundation repair and upgrade project, there are a large range of tank types, sizes, and foundations, with various levels of damage and access restrictions. A total of 224 diameter 450mm JETPILE anchors...

15 Jun

Posted at 12:51h in by

[vc_row css_animation="" row_type="row" use_row_as_full_screen_section="no" type="full_width" angled_section="no" text_align="left" background_image_as_pattern="without_pattern"][vc_column][vc_column_text] NZMA, The Terrace, Wellington [/vc_column_text][vc_empty_space][vc_column_text]New Zealand Medical Association Building is a historical building upgrade. 33 Piles, diameter 550 mm, 15-19m Deep with 9m Casing were installed.   The typical feature:   Large lateral ground movements Layers of soft and hard ground Ground layers moving independently...

15 Jun

Posted at 12:50h in by

[vc_row css_animation="" row_type="row" use_row_as_full_screen_section="no" type="full_width" angled_section="no" text_align="left" background_image_as_pattern="without_pattern"][vc_column][vc_column_text] The Terrace & Taranaki Street [/vc_column_text][vc_empty_space][vc_column_text]The original BNZ building in Petone, NZ, required seismic strengthening. There are following issues before pilling ​ Geological Issues:   Presence of liquefiable strata, piles lengths are limited to avoid loss of foundation strength due to liquefaction. Presence of...

15 Jun

Posted at 12:48h in by

[vc_row css_animation="" row_type="row" use_row_as_full_screen_section="no" type="full_width" angled_section="no" text_align="left" background_image_as_pattern="without_pattern"][vc_column][vc_column_text] Oxford Terrace, Christchurch [/vc_column_text][vc_empty_space][vc_column_text]This property was the first building in Christchurch to be releveled located in the Red Zone liquefaction area. ​ The building required structural stabilisation by means of inserting a K-brace shear wall at the rear of the building....