Construction of large structures on soil without the benefit of piles or caissons to transfer the building loads down to bedrock or other solid strata is sometimes done with much apprehension. There are savings to be gained so settlement studies were carried out on the Mt. Sinai Hospital in Toronto which is resting on a steel-reinforced concrete mat foundation. Total settlement under the center of the main wing of the building is about 0.6 inches, much less than the predicted 5 inches from laboratory consolidation tests. The best laboratory value for modulus of elasticity in the stress range applied by the building loads is about 600 TSF. Laboratory and field values of modulus agree reasonably well if Poisson's ratio is between 0.3 and 0.4 ...
This paper presents a rehabilitation project concerning the settlement of a 35 year old building. Th...
The paper describes an Industrial Park development, on the British Columbia coast, where Dynamic Con...
Since the early 70's ground improvement by use of stabilizing agents such as lime and cement has bee...
Settlement observations have been conducted over a 5-year period on a 20-ft-high earth embankment an...
The building for the National Museum of Canada is a four- storey structure about 400 feet long and 1...
The construction of the Ottawa Sewage Treatment Plant provided an opportunity to measure bottom heav...
The performance of two mat foundations is examined. The first case history includes a mat founded ov...
Before construction, standard consolidation tests indicated that the stresses imposed by a high emba...
A one floor building was founded on a deposit of normally consolidated soft clay. It was constructed...
This paper reports the observation and analysis of the rate and magnitude of settlement under the te...
This paper reports the observation and analysis of the rate and magnitude of settlement under the te...
Based on the results of a full-scale footing tests, spread footings were used instead of end-bearing...
A 26-ft.-high approach fill was constructed in November 1959 for a bridge over the Rideau River near...
The paper describes a case history that illustrates a mixed foundation system in which existing cais...
A very light, single-storey building resting on a granular fill over slightly over-consolidated sens...
This paper presents a rehabilitation project concerning the settlement of a 35 year old building. Th...
The paper describes an Industrial Park development, on the British Columbia coast, where Dynamic Con...
Since the early 70's ground improvement by use of stabilizing agents such as lime and cement has bee...
Settlement observations have been conducted over a 5-year period on a 20-ft-high earth embankment an...
The building for the National Museum of Canada is a four- storey structure about 400 feet long and 1...
The construction of the Ottawa Sewage Treatment Plant provided an opportunity to measure bottom heav...
The performance of two mat foundations is examined. The first case history includes a mat founded ov...
Before construction, standard consolidation tests indicated that the stresses imposed by a high emba...
A one floor building was founded on a deposit of normally consolidated soft clay. It was constructed...
This paper reports the observation and analysis of the rate and magnitude of settlement under the te...
This paper reports the observation and analysis of the rate and magnitude of settlement under the te...
Based on the results of a full-scale footing tests, spread footings were used instead of end-bearing...
A 26-ft.-high approach fill was constructed in November 1959 for a bridge over the Rideau River near...
The paper describes a case history that illustrates a mixed foundation system in which existing cais...
A very light, single-storey building resting on a granular fill over slightly over-consolidated sens...
This paper presents a rehabilitation project concerning the settlement of a 35 year old building. Th...
The paper describes an Industrial Park development, on the British Columbia coast, where Dynamic Con...
Since the early 70's ground improvement by use of stabilizing agents such as lime and cement has bee...