BARRY DONNELLAN
Architects at 8 Ave, Fairbanks, AK

License number
Alaska AELC2091
Issued Date
Sep 22, 1986
Category
Architects, Engineers and Land Surveyors
Address
Address
937 8Th Ave, Fairbanks, AK 99701

Personal information

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Name
Address
Phone
Barry Donnellan
551 2Nd Ave, Fairbanks, AK 99701
Barry Donnellan, age 89
937 8Th Ave, Fairbanks, AK 99701
Barry Donnellan, age 62
551 2Nd St, Fairbanks, AK 99701
(907) 456-2308
(907) 456-2309
(907) 479-6499
Barry Donnellan
937 8Th Ave, Fairbanks, AK 99701
(907) 456-2309
Barry Donnellan
551 2Nd Ave, Fairbanks, AK 99701
(907) 456-2308
(907) 456-2309
(907) 479-6499

Organization information

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Barry Donnellan

551 2 Ave, Fairbanks, AK 99701

Categories:
Attorneys
Phone:
(907) 456-2309 (Phone)
In practice since:
1981


BARRY DONNELLAN, INCORPORATED

937 8 Ave, Fairbanks, AK 99701

Registration:
Jul 31, 1981
State ID:
24672D
Business type:
Business Corporation
Expiration:
Perpetual
Director, President, Shareholder, Secretary, Treasurer:
Barry Donnellan (Director, President, Shareholder, Secretary, Treasurer)
Next Report:
20170102

Professional information

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Barry Donnellan Photo 1
Barry Donnellan, Fairbanks AK - Lawyer

Barry Donnellan, Fairbanks AK - Lawyer

Address:
Law Offices of Barry Donnellan
937 8Th Ave, Fairbanks 99701
(907) 456-2309
Licenses:
Alaska - Active Senior 1972


Barry Donnellan Photo 2
Barry Donnellan, Fairbanks AK - Lawyer

Barry Donnellan, Fairbanks AK - Lawyer

Office:
PO Box 73795, Fairbanks, AK
ISLN:
907802608
Admitted:
1972
University:
National University of Ireland, Dublin, B.E.
Law School:
University of San Francisco, J.D.


Barry Donnellan Photo 3
Method Of Preventing Frost Heave Stress Concentrations In Chilled Buried Pipelines

Method Of Preventing Frost Heave Stress Concentrations In Chilled Buried Pipelines

US Patent:
6976809, Dec 20, 2005
Filed:
Sep 14, 2004
Appl. No.:
10/940856
Inventors:
Paul A. Metz - Fairbanks AK, US
Barry Donnellan - Fairbanks AK, US
International Classification:
F16L001/00, F16L059/00, E02D019/14
US Classification:
405157, 405130, 4051844, 138 32
Abstract:
A method for maintaining a stable soil by surrounding a chilled gas pipe with a material that has an antifreeze component that prevents the soil from freezing. By keeping the soil from freezing, it remains stable at all times. The method calls for excavating a trench, lining it with a geotextile membrane that keeps water from infiltrating into the trench, and then surrounding it with a bed of limestone (calcium carbonate) that is mixed with calcium magnesium acetate (CMA), which acts as an anti-freeze agent. The limestone-CMA mixture surrounds the pipe. The trench is covered by another geotextile membrane to completely seal it. In this way, the pipeline is surrounded by a material that is not subject to freezing. As such, it provides a stable bed for the pipeline to prevent frost heaving.